2012-405 ` TOWN OF QUEENSBURY
ew742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20120405 Date Issued: Thursday, February 06, 2014
This is to certify that work requested to be done as shown by Permit Number P20120405
has been completed.
Tax Map Number: 523400-289-007-0001-026-000-0000
Location: 34 REARDON Rd
Owner: DOROTHY BURCH HUNT
Applicant: DOROTHY BURCH HUNT
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 j is
Ct
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 Kiv Road,Qoc(,sisbor.y,NY 12804-5902 (5N) 761-8201
Community Developmenit-Builditig& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20120405 Application Nttrnber: A20120405
Ta% 'Nlap No,: 523400-289-007-0001-026-000-0000
DOROTHY BURCHHUNT
],'or property located at: 34 Rl'-,ARDON Rd
in the'YOWTI Of( Ueell'.1)U1�1, to construct or place
'11 the above location in accordance with application together with plot plates and other itiformation hereto filed
;and approved incl in compliance with the NYS (JuifCA111 BUilding Codes and the Queensbuiy Zoning
0 r(hill,rice. Type of Construction Value
Owner Address: DOROTHY £3l- RC HUNT Septic Alteration Residential
34 REARDON Rd 'Foull Value
QUEENSBURY, ANY 12804
Coutractor or Builder's Name, / Address 1-I'lectrical Inspection Agency
ELLSWORTH & SON EXCAVATING
57 ELLSWORTH Lil
LAKE GEORGE. NY 12845-0000
Mans& Specifications
2012-405
Res Septic Alteratioti
$40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES. Friday, August 16, 2013
(1fa 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 of Queetisbury; Thursday, August 16, 2012
SIGNF
D BY for IlIcTown Of Queensbury,
Director of Building& Code E'riforcetrierit
IL/ Ll-a .4 7 '- _J ii :�
in
I
Community Development Office b it AUG 15 2012
J114' i
i
Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 ,
fR 1UpY;JC. wuc /;,3,
Office Use Only nn v'""'''" '::r, !
!
TAX MAP NO. a ' . )`/ii LD PERMIT NO. I2-. 0u PERMIT FEE______ --
APPROVALS: ZONING TOWN CLERK
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.
OWNER: DOROTHY SUNT INSTALLER: LWORTH & SON EXCAVATING
34 REARDON ROAD ADDRESS:-51- ELLSWORTH LANE, LAKE GEORGE NY 12845
PHONE NOS. PHONE NOS. F: (518) 792-9246 F: (518) 792-4242
LOCATION OF INSTALLATION: 34 REARDON ROAD
RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW
_ BEDROOMS (Gallons per bedroom) GARBAGE GRINDER
1980 or older X 150 = INSTALLED? NO
1981 -1991 X 130 = SPA OR HOT TUB
1992-present 3 X 110 = 330 INSTALLED? NO
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING ✓ STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND 1 LOAM CLAY OTHER
I GROUNDWATER: AT WHAT DEPTH? >52°
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? >52°
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL 1 (If well:water supply from any septic system absorption is: 100 R)
I PERCOLATION TEST: RATE IS 4 PER MIINUTE PER INCH(mpil (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).
TANK SIZE: 1,000 GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool tub.
SYSTEM TYPE:
❑ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X
❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size?
11 ALTERNATIVE SYSTEM Bed or other type? INFILTRATOR CHAMBERS, 3 LATERALS AT 36' LONG
0 HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
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 h- rear the regulat.• with respect to this application and agree to
a. r: by 1•-se d all -r rirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
S-,r-.a tQ-wag ra^:= Ordinance. codes@queensburv.net
4 w.`s�•�_` Z VISIT OUR WEBSITE FOR MORE INFORMATION
- Signa e if Person Responsible Dat
www.queensbury.net
9pri 5*o.--us .
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection . tiff. , ed:
Queensbury Building &Code Enforcement Arrive: ' ` ►s .-part: am/pm
742 Bay Rd., Queennnssbury, NY 12804 Inspector's Initia s: AC
NAME: N O ii: 'Fh ck ,B t t"r.h*hi n`{- ' 41IT NO.: I a yn5
LOCATION: -Sy 0 et4 rdon I/'ECT ON: Z– (o-t24
RECHECK:
71,M \AUTc.*-A1 Comments and/or diagram
Soil Type: Sand/ Loam / Clay
Type of Water: Municipal/ Well Water 7 -,to
/3
Waterline separation distance ft. yy/A ]j
v
Well separation distance ft. /"I
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
Inlet/Outlet Pipes&Baffles _Y—N
Manholes 12"or less below grade _Y_N �pa
[provide extension collar if Yes] Y_N r ri
BUI LT
Location/ Separations
Foundation to tank ft.
Foundation to absorptionft.
Separation of Pits ft.
Conforms as per Plot Plan _ N
Engineer Report and As-Built Y N
ETU Maintenance Contract _Y_N
provided
Location of System on Property:
Front R Left Side Right Side Middle Front Middle Rear
stem Use Sta s:
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
Septic Inspection Reportam
Office No. (518)761-8256 Date Ins.-e••n • "y- ^. ' it a.013
Queensbury Building&Code Enforcement Arrive: is' 4 t, A , •.rt: D= it*,C1e.m
742 Bay Rd., u�eensbury, NY 12804 Inspector's Initials:
NAME: Ort ��• NO.: e a �
LOCATION: 34 ps. INSPECT ON: 1111__, 3
RECHECK:
\R\ isc\ Comments and/or diagram
Soil Type: Sand Loam/Clay
Type of Water: Munidpal/Well Waterer
Waterline se..ration distance ft. DA(
Well separation distance I Un ft.
Other wells: rt S 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 yet hC-t\A0
Tank to Dist eracoc IRto,P_n,Ttcc3 yet R3C_ Powys ol) "Th D-boS1
Distribution Box to Field/ Pit ` it PJC_ -(-p 1112 yea_ .9(.$ tJttA 1 4r1
OpeningEnd Cap ✓Y% N ' S & Q heNcLk 6
Inlet/Outlet Pipes&Baffles '# VN
Manholes 12'or less below grade17 _N
[provide extension collar if Yes] _ ^N I34) C T\O0 6 S7-EtA et\ 1tSD
Location/Separations ROC Po t-W kT bT /J' kbT
Gc;CACE Foundation to tank ft.
Foundation to absorption t ft.'r f- — F11JAL EJ _EcT &i L \ti`l 5RECI\
Separation of Pits ft
Conforms as per Plot Plan Y _ \ t�\ u._.T.EE�C ua' F 1�\E�
Engineer Report and As-Built Y N
ETU Maintenance Contract _Y_N 6 EP-T\Q 1 H C3 k2N .
provided — FtEU) RE?t RT e -N% "
Location of System on Property: t�\ F F (s--6HOTCiYl1► j
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Status:
Approved
Partial Approved and needs to be re-Inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Farris\Inspection Forms\Septic Inspection Report`03 29 10.doc
U1/4.)ea Mem
Septic Inspection Report
Office No. (518) 761-8256 Date Ins on request received:
Queensbury Building &Code Enforcement Arrive: 1)C0 am/,•u Depart: �1= f D ant/1m
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: U d1�" PERMIT NO.: � a DS
LOCATION: l R eQrd 1 in INSPECT ON: y—l D l3
RECHECK: 1-= EL_O Q 1_-1/4"k
PA Ck-n �� Comments and/or dianram
Soil Type: ,. ••i ,,. ,,• D
Type of Water: Municipa / , RubQdl
Waterline separatio • -nnce ft. kSlutici-OrN
Well separation distance 1 nO ft.
Other wells: ICA-) ft.
Well Casing Length 50' +/ - _Y_N_N/A
[150'to well required if NO]
Abso •tion Field: Total len.. IS 'Ts_ ft.
Length of each trench .-;) . . •ft. 3 1 ,,‘ \-T„ ,, Q,\ck-y
Depth of trenches 7_ ft. EQ0A C_APvtNefaj
Size
Seepage Pits:: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box toField Pit
Opening
Sealed:Sealeled:: N
End Cap YN
Inlet/Outlet Pipes&Baffles Y N
Manholes 12”or less below grade _Y_N
[provide extension collar if Yes] .Y_N
Location/ Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan _Y N
Engineer Report and As-Built _Y_ N
ETU Maintenance Contract _Y_N
provided
Location of System on Property:
Front R-. - Left Side Righ'Side Middle Front Middle Rear
S -m Use Sta :
Approved
Partial Approved and n-=•s to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Farms\Inspection Forms\$ePtic 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.....1... ......Cert. N2 29071 Cut-in Card No.....................................
Owner...........6.r.... � 1.."®. .......................................................................................I........................
Location— .�...............:/ 0A'1 a-- - "x
.......................................................................................... .............
Installation Consisting of..
. .. rL'..1 .
..........:.................. .............................................................. . .. ..........
....................................................................................................................................................................................
....................................................................................................................................................................................
Installed By..A....zI � ..............................Lic.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 pywpptly made for inspection.
Inspectors of this Company shall have the privile of makin nsp tions at any time, and if its
rules are violated,the Company shall have the right to e k this icate.
Date......1.....�"-Y`1 ......... INSPECTOR... ..... :..'.................. ......................................................
Member N.F.P.A.,I.A.E.I.
ISTING WELL
GLEN \ \XLOCATED IN
\BASEMENT
LAKE \ \ \
✓EW,4Y
\ PROPOSED FORCEMAIN I
Is � o --
\ o /
PROPOSED HOUSE SEWER
SEE
TBA
CKFrj
= \ \
Q
0
" PROPOSED 1000 GAL
PRECAST CONCRETE / \
i SEPTIC TANK \
i PROPOSED 500 GAL
PRECAST CONCRETE 5F
PUMP STATIONhI��
.c \
\ I \
C 4 RNIS
�Y
MAP REFERENCE:
BASE INFORMATION FROM "MAP OF A
SURVEY MADE FOR EUNICE F. KEYWORTH"
BY VAN DUSEN & STEVES LAND SURVEYORS
OF QUEENSBURY, NY DATED JUNE 5, 1974.
WASTEWATER SYSTEM PLAN
SCALE: 1"=20'
1/4" PER FOOT
MIN. SLOPE
WATERTIGHT SLEEVE
& SEAL (TYP.)
\ \
PROPOSED \
DISTRIBUTION BOX
PROPOSED ABSORPTION
LATERAL, INFlLTRATOR QUICK -4
EQUALIZER 36 CHAMBERS, (3)
REQUIRED EACH 36' LONG
O /
SUGGESTED: POLYETHYLENE SUGGESTED: INSTALL POLYLOK
EXTENSION TO GRADE WITH PL122 FILTER SUCH THAT IT IS
TAMPER RESISTANT ACCESS READILY REMOVABLE THROUGH
COVER (NON -TRAFFIC AREAS) TANK ACCESS COVER
12" MIN. COVER
I
1/8" PER FOOT
3" MIN. SLOPE
LIQUID LEVEL 4" FFF111FNT cFw
U 16" 18
MIN.
-- ALARM 3" ABOVE
IQUID DEPTH PUMP ON'
30" MIN. PUMP ON
60" MAX.
PUMP OFF
MINMAXIMUM 2X WIDTH IMUM 4X WIDTH VOLUME OF DOSE TO
BE 50t GALLONS
1000 GALLON PRECAST CONCRETE SEPTIC TANK
4" MIN TOPSOIL OVER THE
ENTIRE ABSORPTION FIELD;
SEED & ESTABLISH TURF
BACKFILL FREE OF
STONES OVER 3"
OVERFILL TO ALLOW
FOR SETTLEMENT
6" STONE
DEPTH
22" CHAMBER
WIDTH
ABSORPTION TRENCH SECTION
BACKFILL FREE OF
STONES OVER 3"
INFILTRATOR QUICK -4
EQUALIZER 36 CHAMBER
4" MIN TOPSOIL OVER THE
ENURE ABSORPTION FIELD;
SEED AND ESTABLISH TURF
'59 MAX. SLOPE
TYPICAL ABSORPTION LATERAL,
INFILTRATOR QUICK -4 EQUALIZER
36 CHAMBERS, (3) REQUIRED EACH
36' LONG (SEE ABSORPTION TRENCH
SECTION AND PROFILE FOR DETAILS)
SUGGESTED: POLYETHYLENE
EXTENSION TO GRADE WITH
TAMPER RESISTANT ACCESS
COVER (NON -TRAFFIC AREAS)
INSTALL FLOAT SWITCHES TO
OPERATE PUMP AND MAINTAIN
LEVELS AS INDICATED
BALL VALVE
BALL CHECK
VALVE
FLOAT SWITCHES -
INSTALL INSIDE PUMP PIT
IN LOCATION ACCESSIBLE
WITHOUT PIT ENTRY
16" MIN.
500 GALLON PRECAST CONCRETE PUMP STATION
SEPTIC TANK & PUMP STATION
NTS
6' TYP. CHAMBER
SPACING
BACKFILL
MATERIAL
WASTEWATER SYSTEM DESIGN
3 BEDROOM RESIDENCE
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH,
3.0 GPM MAX. FAUCETS)
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 330 GPD
SEPTIC TANK - 1000 GAL PRECAST CONCRETE
LEACH FIELD - INFILTRATOR@ QUICK -4 EQUALIZER 36 CHAMBERS
DESIGN PERCOLATION RATE = 1-5 MIN/IN
APPLICATION RATE= 1.2 GPD/SF
ABSORPTION AREA REQUIRED= 275 SF
STANDARD 2' WIDE TRENCH LENGTH REQUIRED= 138 LF
257 REDUCTION IN TRENCH LENGTH PER APPENDIX 75-A
USING GRAVELLESS ABSORP77ON SYSTEM
2' WIDE TRENCH LENGTH REQUIRED WITH INFILTRATORO QUICK -4
EQUALIZER 36 CHAMBERS= 104'
USE 3 TRENCHES AT 36' LONG (108 LF)
PUMP STATION - 500 GAL PRECAST CONCRETE
PUMP STATION DOSE VOLUME
3 TRENCHES AT 36' LONG = 108 LF
.65 GAL/LF = 70 GAL X .75 = 53 GAL
VOLUME OF DOSE TO BE 50f GALLONS
POTABLE WATER SUPPLY IS ON-SITE WELL
MAINTAIN 100' SETBACK TO WASTEWATER ABSORPTION FIELD
MAINTAIN 50' SETBACK TO SEPTIC TANK
SITE SOILS DATA
TEST PITS
TP -1 - 6/27/12 BY T. HUTCHINS P.E.
0-8" - TOPSOIL
8-52" - REDDISH BROWN GRAVELLY MEDIUM & FINE
SAND, SOME SILT, 307 COBBLES & BOULDERS
ROOTS ENTIRE DEPTH
NO GROUNDWATER EVIDENCE
PERCOLATION TESTS
PT -1 - 6/27/12 BY T. HUTCHINS P.E.
STABILIZED PERCOLATION RATE 4 MIN.PER INCH
ABSORPTION FIELD SECTION
NTS
EXTERIOR WEATHERPROOF JUNCTION BOX
(IF NECESSARY). SEAL CONDUIT GAS TIGHT.
INSTALL CONTROL PANEL IN HOUSE. ALL
ELECTRICAL WORK TO BE INSPECTED BY A
CERTIFIED ELECTRICAL INSPECTION AGENCY
PRIOR TO START-UP OF PUMP STATION.
TRANSITION TO 4° 12" MIN. COVER
OUTSIDE OF D -BOX DISTRIBUTION BOX
/ BAFFLE - I:' '" �
USE SPEED LEVELLRS TO
1-1/2 ASSURE ALL OUTLETS ARE AT
FORCEMAIN EXACTLY THE SAME ELEVATION
4" PVC SDR -35 SOLID HEADER
TO ABSORPTION LATERALS,
1/8" PER FOOT MIN SLOPE
�-1-1/2" SCH-40 PVC OR GALVANIZED
PIPING INSIDE WET WELL THROUGH WALL
UNION - LOCATE SUCH THAT UNION
CAN BE DISCONNECTED AND PUMP
REMOVED WITHOUT TANK ENTRY
REDUCING TEE POINTED DOWNWARD WITH
I" BALL VALVE THROTTLED TO ALLOW
TRICKLE DRAIN BACK INTO WETWELL
SIMPLEX EFFLUENT PUMP
2"MIN.
2"MIN. DROP
TWEEN INVERTS
Dial Safely.
NewIJYork
13 Calu Before You Dig
13 Wait The Required Time
EI Confirm Utility Response
p Respect The Marks
0 Dig With Care
800.962.7962
www.dhg safelynewyork.com
SYSTEM INSTALLATION NOTES
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH
THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM
F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC
TANK LEACH FIELDS.
AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND
FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN
SMEARED SEC77ONS OF TRENCH.
PLACEMENT OF CRUSHED STONE AND INFILTRATOR QUICK -4 EQUALIZER 36
CHAMBERS SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID
INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE.
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER
UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE
RUNOFF AWAY FROM THE DISPOSAL FIELD.
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS
BEEN INSTALLED.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED
TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES
SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE
EXCLUDED FROM THE WASTEWATER SYSTEM.
CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE
RUNOFF AROUND ABSORPTION FIELD.
THIS DESIGN IS SUBJECT TO STATE AND LOCAL APPROVALS.
SYSTEM MATERIAL SPECIFICATIONS
ABSORPTION TRENCH AGGREGATE
STONE IS TO BE 3/4°" TO 1-1/2" WASHED STONE.
BACKFILL MATERIAL
BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN
2 ".
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT
MINIMUM SLOPE.
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI
140N OR EQUIVALENT.
FORCEMAIN
PIPING TO BE 1-1/2" SDR -26 PVC OR SDR -11 HDPE. MAINTAIN 4' MINIMUM COVER,
HOUSE SEWER PIPE
PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT
MINIMUM SLOPE.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND
ESTABLISH TURF.
SEPTIC TANK NOTES
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE
DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED
BY UTOPIA ENTERPRISES OR EQUIVALENT.
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE.
WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE
PLACED AS NECESSARY TO ACHIEVE A STABLE BASE.
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
EXISTING TANKS TO BE REUSED ARE TO BE PUMPED AND VERIFIED THAT ALL
PENETRATIONS AND TANK STRUCTURE ARE WATER TIGHT.
ALL JOINTS MUST BE SEALED.
PUMP STATION NOTES
SEAL ALL TANK OPENINGS WATERTIGHT.
PROVIDE AND INSTALL UL LISTED PACKAGED SIMPLEX, DEMAND DOSE CONTROL PUMP
CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL INSIDE HOUSE IN
ACCESSIBLE LOCATION.
INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE
(N.E.C.) REQUIREMENTS.
PUMPS TO BE GOULDS MODEL 3885, WE05H 230V, SINGLE PHASE, 25 GPM PUMP
AT 30 FT TDH.
VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP.
AN ELECTRICAL INSPECTION BY CER77FIED ELECTRICAL INSPECTION AGENCY IS
REQUIRED PRIOR TO START-UP OF PUMP STATION. ELECTRICAL INSPECTION SEAL IS
TO BE AFFIXED TO PUMP STATION CONTROL PANEL.
TAX MAP # 289.7-1-26
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS
A VIOLATION OF NYS EDUCATION LAW.