2005-892 TOWN OF QUEENSBUIRY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20050892 Date Issued: Thursday, December 22, 2005
This is to certify that work requested-to be done as shown by Permit Number P20050892
has been completed.
Tax Map Number: 523400-226-019-0001-058-000-0000
Location: 32 NORTH Ln
Owner: JOSEPH PARISI
Applicant: _ JOSEPH PARISI
This structure may be occupied as a:
Septic Alteration Residential
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&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050892 Application Number: A20050892
Tax Map No: 523400-226-019-0001-058-000-0000
Permission is hereby granted to: JOSF.PH PARTST
For property located at: 32 NORTH Ln
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: JOSEPH PARISI
32 NORTH Ln Septic Alteration Residential
Total Value
LAKE GEORGE, NY 12845
Contractor or Builder's Name /Address Electrical Inspection Agency
SANITARY SEWER
DAN DRELLOS
PO BOX 224
GLENS FALLS NY
Plans&Specifications
2005-892 SEPTIC ALTERATION
$25.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, November 17, 2006
(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 To T;sftb ; rra ovember 17, 2005
SIGNED BY 9 for the Town of Queensbury.
Director of Building&Code Enforcement
Application for Permit—,Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256
1, OWNER INFORMATION:
/ Office'Use
Location of installation:
File Permit No. �� Gp�
Tax Map No. / / �
Fee Paid
Owner's Name: (f CP,(
/ l-............................................................................................................................
Address: �- ILA `7� / k A!'�
2, INSTALLER'S NAME.: r . Gt.o/ '�,� PHONE NO. 7
3, RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply #of
bedrooms with applicable gallons per bedroom to equal total daily flow)
Year of House: No. of Bedrooms x . Computation = Total Daily Flow
1980 or older .. x 150 gal/bdrm =
1980- 1991 x 13.0 gal/bdrm = z
1991 -present x 1110 gaUbdrm _
Garbage Grinder Installed yes._ A, cl,D Ta CA3 F(P,( ,
Spa or Hot Tub Installed. yes` 1�
4. PARCEL INFORMATION: (circle applicable information& indicate measurements)
Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply
sand,,.,. at what depth at what depth municipal
a feet feet well
Steep slope clay if well; water supply
�%slope other from anyseptic-.system
depth: absorption i�zfr.
other
Percolation Test: (To be completed by licensed professional engineer or architect)
Rate: f`� minute per inch
5, 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 stank and leach field for each Garbage Grinder, Spa or Whirlpool Tub.
SepticGTank/ -gallon (min,size 1)-000 gal,)
Tile Field: each trench ft, Total System Length: jr,
Seepage Pit(s): number.of size of each: ft. by .RF—CEIVED
Size of Stone to be used: # / depth or thickness feet NOV 15 2005
Bed System Size: r x TOWN
�UINL OF QU D CODE
� Y
Alternative System:�� h�o- length andlor size
6. HOLDING TANK SYSTEM: (if required)
Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
electrical inspection agency.
?. SIGNATURE & INFORMATION.FOR RESPONSIBLE PERSON(please read)
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 re'li'amce 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 Queensbury Sanitary Sewage Disposal Ordinance,
Signature of responsible person Date
Town of Queensbury
Sewers and Sewage Disposal Chapter
Appendix C
ABSORPTION FIELD
SEPARATION REQUIREMENTS
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Appendix C
ABSORPTION FIELD
SEPARATION REQUIREMENTS
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Septic Inspection .Report
Office No. (518)761-8256 Date Inspectiynr� eQueensbury Building&Code Enforcement Arrive: t: am/pm742 Bay Rd., Queensbury,NY 12804 Inspector's InNAME: -' _LOCATION: f"32, 0 n�l4 I A .F Z -T
RECHECK:
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance
Well separation distance ft.
Other wells: $}
Absorption Field: Total length ft.
Length of each trench $. ` �����E �,` V��
-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/Partial
End Caps
Location/Separations
Foundation to tank ft.
Foundation to absorption
Separation of Pits ft.
Conforms as per Plot lan Y N
Engineer Report and s-Built Y N
ocation of System on Property:
Front Rear Left Side Right Side
;Middle Fro Middle Rear
S stem St
Ap roved
artial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Last revised 1/6/05
�-TEC�;21 2005 4: 15PM HP LRSERJET 3200 p. 4
169 Haviland Road, Queensbury,NY 12804
Phone-518-745-4400 Fax -518-792-8511
December 21, 2005
Job#49177
Mr. Dave Hatin
Town of Queensbury
742 Bay Road
Queensbury,NY 12804
RE: Parisi Residence—32 North Lane,Assembly Point
Replacement Septic System Inspection
Gentlemen:
This letter is to inform ,you that we inspected the completed septic system for the Parisi
Residence at 32 North Lane in the Town of Queensbury on November 18,2005.
The septic system as installed was for a three bedroom house and consisted of an existing 1,250
gallon septic tank, a new pump station, a new 1 '/2" force main and a new 10 foot wide by 55
foot long absorption bed. The absorption bed was constructed with stone and 2 — 50 foot long
perforated pipe laterals. The system conforms to the requirements of the approved design
drawings and sewer variance conditions.
Please call me if you have any questions or concerns.
Sincerely,
Thomas.R. Center Jr., PE
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.()
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit No........................................Cert. No _ 9 3 7 5 3 Cut-in Card No.................. ... ....
1 ,� r
Location......5.r .11 .... ......... ...........................................�,%..........
Installation Consisting of...S-911W.�..../ ! '?"'�'9`�. - ! .. ................................
................................................(.'.f.. / ..........................................................................................
....................................................................................................................................................................................
InstalledBy........K:!..S .Y& .........................Lie.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 makin msp ctions at any time, and if its
rules are violated,the Co y shall have the right t re o e thi certif ate
�/ Z -..� `
Date..... ....................... INSPECTOR......... ........ .......................................... ...........................
Memher N_RP_A__
Septic Inspection Report /�
Office No. (518)761-8256 Date Inspection re est r cei' ve
P
Queensbury Building&Code Enforcement Arrive: 7=/p / part:
742 Bay Rd., Queensbury,NY 12804 Inspector's Imt als: -lam y
NAME: Ialm
IT NO.:
LOCATION: >)7 \ ��0ETB LJA�)f G,SPECTON: —
RECHECK:
Comments and/or diagram
Soil Typ `Oarid-/Loam/Clay _
Type of a er. unicipal ell Water
Waterline separation distance ft.
Well separation distance -7, ft. ,k
Other wells: ft.
-Absorption Field: Total length
Length of each trench G r ft.
Depth of trenches ft.
Size of Stone XY
7—
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box C. -- ��- L�
Distribution Box to Field/Pit +
Opening Seale : Y Partial
End Caps —
Location/Separations
Foundation to tank
Foundation to absorption
Separation of Pits ft.
C�rnu-as-per Plot Plan 'iw Y
Engineer Re o and As-Built v Y V N
Location of System on Property:
c�pieft Side Right Side
Middle Front Middle Rear
System Use Stat d: ( U} U �C� ji ZJ
Approved �"`�� (( ������, ..,, _ I
Partial Approved an"eeds to be re-inspecte1please ca�he Building&Codes Office
Disapproved
Last revised 1/6/O5 ��—
LANDS N/
OF ZYLOWSKI
112.5
SN EPARKIG M BE STONE
LIMITS OF NEV FILL MATERIAL SOILS DATA
TEST PIT
r / •
/ 0-,3## TOP SOIL
TO
PROPERTY LINE `� NEW PUMP STA71ON 3-51 LOAMY MEDIUM FINE SILTY SAND (COMPACT) • ; "' '
(COMPACT)
LANDS N/F 51-63" FINE SILTY SANG (
EXISTING 1250 GAL OF PARISI
O
SEPTIC TANK MOIST ® 36" -
L
2 - 50' LONG ABSORPTION Q'(BI " L,
l
LA ALS
PERCOLATION RATE - 1 IN 14 MINUTES, 52 SECONDS PROJECT LOCATION `
ITEST PIT BY NACE ENGINEERING - 08 6 05
7NECTED i �
ew
ni I
NEW 10' WIDE X 55' LONG MIN. PERCOLATION TEST BY NACE ENGINEERING IN A 12 INCH DEEP HOLE
• '®
ABSORPTION BED .
EXISTING 3 BEDROOM -� �.• „
HOUSE o LANDS N/F AND A TEST DEPTH OF 6" ON 8/6/05 • ,
OF CHRYS
4 wtl
�a •
ASPAHLT %
ROAD SEPTIC SYSTEM DESIGN j
4 100' WELL
SETBACK LIMIT ASPAHLT DESIGN FLOW - EXISTING 3 BEDROOM HOUSE �= - • ' p
IIRIVEWAY •
- 3 BEDROOMS ® 110 GAL./DAY/BDRM = 330 GPD - - - - - - -
LANDS N/F •
OF TOBIN - L'
► �� SEPTIC TANK - USE EXISTING 1,250 GAL. TANK a
PROPERTYC \
0 LINE ABSORPTION FIELD - EXISTING FAILED SEPTIC SYSTEM
- USE NEW PUMP STATION & REPLACEMENT ABSORPTION BED SYSTEM.
M - AT NYSDOH APPLICATION RATE OF 0.60 GAL/DAY/SF, LOCATION PLAN
550 S.F. OF ABSORPTION BED REQUIRED.
1
- USE 10' WIDE BY 55' LONG (550 S.F.) ABSORPTION BED W
WITH 2 - 45' LONG LATERAL. URY
�7 TOWN OF OU ENSB
o NORTH LANE
D BUILDING & C D T. _
LANDS N/F d REVIEWED BY ,
DATE /
OF TEDESCHI TT 11
f1~ O
1.0' MIN. E-4 O c�
EXISTING HOUSE FROM TOE OF SLOPE Z
ON PUBLIC WATER SUPPLY TO PROPERTY LINE a
TOWN OF QUEENSBURY BUILDING DEPARTMENT � c C* � �
LANDS N/F Based on odr limited examination, �,
OF LANDS
N/N SWALE AT UPHILL SIDE comppliance with our comments shall
OF BED TO DRAIN RUNOFF not be construed as indicating the g.;
LANDS N/F SLOPED TO DRAIN plans and specifications are in full
OF DUBIN AWAY FROM BED compliance with the Suildina Codes- a
Of New Yap; Stfe.
W z Cd
EXISTING HOUSE ABANDONED WELL.
a
ON PUBLIC WATER SUPPLY CUT, CAPPED & BURIED -1 ,
9/2005 6" TO 12" BACKFILL EARTH IF 3Cr
FILL ILTER FABRIC 1• W ' w
OR GEOTEXTILE 2411
L) 04o
2" MIN. 4" PERFORATED MIN. ti a
EARTH LATERAL EARTH
FILL ion F-0990
00 FILL a
3/4" TO 1 1/2" W
w
CRUSHED STONE ,
1" a 20• +/ /-- EXISTING GRADE 6w 5 -0 36" MIN 5#
. '-
NOTE: SITE PLAN LAYOUT DEVLEOPED BASED ON ENGINEERS _
DIMENSIONS MEASURED IN THE FIELD. TOWN OF QUEENSBURY MAXIMUM
TAX MAPS AND FRONT CORNERS BASED ON OWNERS DESCRIPTION. GROUNDWATER �.y.
ELEVATION Fr-1
SHALLOW ABSORPTION BED SECTIONco
W
0
CONCRETE OR STONE N.T.S. (�� N FINISHED 4MINE
R ABOVE ALL �-� /
GRADE ED COVERS
MENDED. NOTE:
ACCESS HATCH FILL USED IN AREA OF ABSORPTION TRENCH SHALL BE p
INLET BAFFLE 1R OVER FINE SANDY LOAM WITH AN IN-PLACE PERC e,>nN Rem OF I i , ; f,
ALL STRUCTURES
10 TO 15 MINUTES PER INCH.
ELECTRICAL t 'v
BOX JUNCTION PLACE FILL IN 12 INCH LIFTS AND LIGHTLY COMPACT WITH t ram
Z
u
TRACK EQUIPMENT. DO NOT-ALLOW RUBBER TIRE EQUIPMEN
r
,.: (,� Q OR TRUCKS IN ABSORPTION TRENCH AREA.
ENGINEER M PERFORM PERCOLATION TEST IN n
UBMERSI E :: ALL OUTLET INVERTS
' PUMP
4 PVC ••. TTO� YSE AT E TO CONSTRUCTION OF ABSORPTION SYSTEM a
ELEVATION.
ALARM ON •. . E "
PEA GRAVEL 0
' 1 1/2 FORCE MAIN
10 " SLOPE TO DRAIN DISTRIBUTION BOX INSTALLATION OF DISPOSAL FIELDS j
MP ON � � DIA. I I BACK TO PUMP STATION N.T.S. 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING,
'
Z
PUMPS 0 CHECK VIP AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. Q C�
1 : DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, ARECC V 'd
ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND ED
CONCRETE TO BE CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. NOV 15 W °
TROWEL FINISHED - —
12" MAX. ����--���loll I... 2005 W
4'-0" I.D. PRECAST CONCRETE '1-I(I1= _ 2. NO HEAVY EQUIPMENT SHALL. BE ALLOWED WITHIN THE LIMITSOWN pF OUEENSBURy b
6" MIN. OF THE DISPOSAL FIELD AFTER PIPE INSTALLATION HAS BEG 1t6NG qNp COp H s~
MERCURY FLOAT EFFLUENT PUMP E
MANHOLE WITH INTEGRAL BASE o
AND FLAT SLAB TOP. SWITCH WITH 3. AFTER EXCAVATION TO THE DEPTHS REQUIRED, THE WALLS AND � r..,
AS MANUFACTURED BY FORT MILLER WEIGHT (TYP.)
FLOOR OF THE BED SHOULD BE CLEANED •�
OR EQUIVALENT " Z NTERCONNECT ENDS y
6 MIN. - AND RAKED TO ACHIEVE
(NO LADDER RUNGS) BOTTOM OF BED 4" PERFORATED PVC OF LATERALS SMEARED SECTIONS OF TRENCH. N SURFACE AND TO LOOSEN W ,
LATERAL, LAID LEVEL N ►�+
4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER
PUMP STATION STANDARD ABSORPTION BED PROFILE FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE W �p
N.T.S.
EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND
1. PUMP TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 30 GPM N.T.S. OTHER WASTE MATERIAL IN THE STONE AND PIPE.
AT 20 FEET TOTAL DYNAMIC HEAD. PUMP TO BE 1/3 HP GOULDS 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE
MODEL 3885WE03L OR EQUAL. RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT
2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER.
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS Datei SEPTEMBER, 2005
•AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED BY ALARM FLOAT OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAIDWITH THE HOLES DOWN IN ALL CASES. Scoter AS NOTED
3. PUMP CYCLE VOLUME = 47 GALLONS ( 80% OF ABSORPTION FIELD VOLUME).
6. THE DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL
AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY
FROM THE DISPOSAL FIELD.
7. NO PART OF THE DISPOSAL SYSTEM SHALL BE INSTALLED UNDER DRIVEWAYS. 49177 I
,OF1
LANDS N/
OF ZYLOWSKI
112.5'
EXISTING CRUSHED STONE O W
PARKING TO BE REMOVED SOILS DATA
LIMITS OF NEW FILL MATERIALCL
Q
Jr �i
TEST PIT
' ze
cc � �'
/ 0-3" TOP SOIL ® O o
PROPERTY LINE NEW PUMP STATION 3-51" LOAMY MEDIUM FINE SILTY SAND (COMPACT) �r � j
LANDS N/F 51-63" FINE SILTY SAND (COMPACT)
/ EXISTING 1250 GAL OF PARISI ,.
SEPTIC TANK MOIST 0 36" to
2 - 50' LONG ABSORPTION P� PERCOLATION RATE - 1" IN 14 MINUTES, 52 SECONDS PROJECT LOCATZON
I�ITEROONCT» u ALS ' TEST PIT BY NACE ENGINEERING - 08/6/05 R 1 o
NEW 10' WIDE X 5W LONG MUN. PERCOLATION TEST BY NACE ENGINEERING IN A 12 INCH DEEP HOLE •,,, +® 0 2
ABSORPTION BM , EXISTING 3 BEDROOM oMMILLUM
CS
i HOUSE ., LANDS N/F AND A TEST DEPTH OF 6„ ON 8/6/05
OF CHRYS
ASPAHLT SEPTIC SYSTEM DESIGN ,.,��''� ••• "* ' `!.��''
ROAD
100 WELL DESIGN FLOW - EXISTING 3 BEDROOM HOUSE
..-.
' SETBACK LIMIT DRIVEWAY — 3 BEDROOMS 0 110 GAL./DAY/BDRM = 330 GPD
LANDS N/F
SEPTIC TANK - USE EXISTING 1,250 GAL. TANK
OF TOBIN
-i-I
-9 �-PROPERTY ABSORPTION FIELD - EXISTING FAILED SEPTIC SYSTEM
LINE - USE NEW PUMP STATION & REPLACEMENT ABSORPTION BED SYSTEM.
Z7 - AT NYSDOH APPLICATION RATE OF 0.60 GAL/DAY/SF, LOCATION PLAN
M 550 S.F. OF ABSORPTION BED REQUIRED. "♦.,♦
- USE 10' WIDE BY 55' LONG (550 S.F.) ABSORPTION BED W a
—I WITH 2 - 45' LONG LATERAL.
TOWN OF OU ENSBURY
NORTH LANE
p BUILDING & C T.
1>
d REVIEWED BY
LANDS N/F
DATE j " '^
OF TEDESCHI V;
1.0 MIN. [-1 F�
EXISTING HOUSE FROM TOE OF SLOPE QI Z z Q�
ON PUBLIC WATER SUPPLY TO PROPERTY LINE
TOWN OF QUEENSBURY BUILDING DEPARTMENT w c 02 � �
Based on oUr limited examination,
comppliance with our Comments shall
LANDS N/F SWALE AT UPHILL SIDE not be construed as indicating the
OF KILLEEN OF BED TO DRAIN RUNOFF SLOPED TO DRAIN plans and specifications are in full [�1
LANDS N/F
OF DUBIN AWAY FROM BED compliance w}Ut the 8uildinq Codes �j
of New Yc.. Stile, F-1
W a z od
EXISTING HOUSE ABANDONED WELL,
ON PUBLIC WATER SUPPLY CUT, CAPPED & BURIED
6" TO 12" BACKFILL EARTH �� 3 � Cr
9/2005 FILL LTER FABRIC 1 W w
OR GEOTEXTILE 1'
� 1 " 24 0
2" MIN. 4A PERFORATED MIN.
EARTH LATERAL EARTH a H
FILL (Oa p o 3/4" TO 1 1/2" FILL w
CRUSHED STONE
1" - 20' +/- EXISTING GRADE 36" MIN.
NOTE: SITE PLAN LAYOUT DEVLEOPED BASED ON ENGINEERS —_
DIMENSIONS MEASURED IN THE FIELD, TOWN OF QUEENSBURY MAXIMUM U�
TAX MAPS AND FRONT CORNERS BASED ON OWNERS DESCRIPTION. GROUNDWATER
ELEVATION
SHALLOW w O
ABSORPTION BED SECTION � �
CONCRETE OR STONE N.T.S. (` �G��
FINISHED MARKER ABOVE ALL ""
GRADE BURRIED COVERS NOTE: �..�
RECOMMENDED. FILL USED IN AREA OF ABSORPTION TRENCH SHALL RE
ACCESS HATCH w O 0
INLET BAFFLE 12" MIN. OVER OVER FINE SANDY LOAM WITH AN IN-PLACE PERCOLATION RA E .OF n 4 •� e "1 :v 4
ALL STRUCTURES 10 TO 15 MINUTES PER INCH. , ; l a
ELECTRICAL PLACE FILL IN 12 INCH LIFTS AND LIGHTLY COMPACT WITH
JUNCTION 1(
,., ,• Z
BOX TRACK EQUIPMENT, DO NOT ALLOW RUBBER TIRE EQUIPMEN
OR TRUCKS IN ABSORPTION TRENCH AREA,
ENGINEER TO PERFORM PERCOLATION TEST IN FILL PRIOF
UBMERSI E ,: ALL OUTLET INVERTS
4 PVC PUMP TO SEj.E�ETO CONSTRUCTION OF SYSTEM.
_ OT Ili
VATION. O
ALARM ON E " PEA GRAVEL INSTALLATION OF DISPOSAL FIELDS 0
SLOPE TO DRAIN DI
1 1 2 FORCE MAIN STRIBUTION BOX G7
PUMP ON `° DIA. 14 BACK TO PUMP STATION N.T.S. 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, Z
AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. 1---1
DEPARTWENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, 'b PUMPS OF tO CHECK VA L; ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND ECEIVED
1
- '• N 1��•'�•'• • • CONCRETE TO BE _
— — — - CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. NOV 1 5 2005 w
w
IZZ TROWEL FINISHED 12" MAX. ����_��� „I111- �I_II _ 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITTOWN OF QUE •b
' • - � OF THE DISPOSAL FIELD AFTER PIPE INSTALLATION HAS BE ILD(NG ANpfvSi3URY � a
4'-0" I.D. PRECAST CONCRETE MERCURY FLOAT EFFLUENT PUMP "
MANHOLE WITH INTEGRAL BASE SWITCH WITH 6 MIN. 3. AFTER EXCAVATION TO THE DEPTHS REQUIRED, THE WALLS AND CODEed
AND FLAT SLAB TOP. WEIGHT (TYP.) FLOOR OF THE BED SHOULD BE CLEANED
AS MANUFACTURED BY FORT MILLER " i NTERCONNECT ENDS AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
OR EQUIVALENT 6 MIN.
(NO LADDER RUNGS) BOTTOM OF BED 4" PERFORATED PVC N OF LATERALS SMEARED SECTIONS OF TRENCH. w �'
LATERAL, LAID LEVEL
4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER w C�
FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE co
PUMP STATION STANDARD ABSORPTION BED PROFILE EXERCISED
TO AVOID INCLUSION OF FINE MATERIAL N THE STONE GRAINEDND SOILS AND
N.T.S. N.T.S. OTHER
1. PUMP TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 30 GPM 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE
AT 20 FEET TOTAL DYNAMIC HEAD. PUMP TO BE 1/3 HP GOULDS RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT
MODEL 3885WE03L OR EQUAL. CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS Datei SEPTEMBER, 2005
2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID
AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED BY ALARM FLOAT WITH THE HOLES DOWN IN ALL CASES. Scoter AS NOTED
3. PUMP CYCLE VOLUME = 47 GALLONS ( 80% OF ABSORPTION FIELD VOLUME).
6. THE DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL
AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY
FROM THE DISPOSAL FIELD.
7. NO PART OF THE DISPOSAL SYSTEM SHALL BE INSTALLED UNDER DRIVEWAYS. 49177
»tT1OF1