RC-000180-2015 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
at Community Development-Building& Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: RC-000180-2015 Date Issued: Friday, December 4, 2015
This is to certify that work requested to be done as shown by Permit Number RC-000180-2015
has been completed.
Tax Map Number: 226.12-1-20
Location: 85 MASON RD
Owner: JOSEPH CLEMENTE
Applicant: JOSEPH CLEMENTE
This structure may be occupied as a: Residential Septic Alteration
By Order of Town Board
TOWN OF QUEENSSBBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, pppyjj�lYYY �-j7w
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
Community Development-Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: RC-000180-2015
Tax Map No: 226.12-1-20 REVISED
Permission is hereby granted to: JOSEPH CLEMENTE
For property located at: 85 MASON 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
Tyne of Construction
Owner Address: Other-New $0.00
Total Value $0.00
Contractor or Builders Name/Address Electrical Inspection Agency
JOSEPH CLEMENTE
85 Mason
Queensbury,NY 12804
Plans&Specifications
Residential Septic Alteration
PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 6,2016
(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 the/expiration date.)
Dated at the Town qF(uc t ury; / I �/ Mo d y, 15
SIGNED BY: (\ (��'/_�1{// /a/ for the Town of Queensbury.
Director of Building&Code Enforcement
189 Haviland Road
Queensbury, NY 12804
Hutchins Engineering Phone: (518)745-0307
Fax: (518)745-0308
November 19, 2015
Town of Queensbury Building Department
742 Bay Road
Queensbury, NY 12804
Re: Septic System Installation
Joseph Clemente, 85 Mason Road
Tax Map ID: 226.12-1-20
Our office prepared a replacement wastewater design for Joseph Clemente at the above-
referenced property. The system consists of a 1,250-gallon precast concrete septic tank, an E-
rne Extreme IH091 Indoor grinder pump station, and a Presby absorption bed containing eight
25-foot-long AES rows.
A representative from our office visited the site during system installation. Based upon our site
inspection and our discussions with the installer, Lakeside Contracting, it is my opinion that, with
the exception of surface finishing and turf establishment, the system was installed in general
conformance with the approved plan and the attached record drawing.
Please contact me if you have any questions or if you require additional information.
Best Regards,
G. Thomas Hutchins, P.E.
Enclosure RECEIV E D
Cc: Mr. Joe Clemente �Z)t��
Q-C Z-11'
G.Thomas Hutchins,P.E.
SEPTIC DISPOSAL PERMIT Office Use Only
_
DATE 7 1 20 `=' Eh
u Received
Tax Map ID
TAX MAP ID 226.12-1nil +� l� ®� 2U1hrmit No. 2W)--
. Z
Permit Fee \0 cX
LOCATION OF INSTALLATION 85 MASON OADI
OWN OF QUEEN V pprovalS:
BUILDING& CODES
APPLICANT JOSEPH T.CLEMENTE PHONE/E-MAIL (518)281-7690
ADDRESS 124 MAXWELL ROAD,LATHAM NY 12110
INSTALLER/BU/LDER: (TO BE DETERMINED) PHONE/E-MAIL
ADDRESS:
OWNER (SAME AS APPLICANT) PHONE/E-MAIL
Address
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: JOSEPH T.CLEMENTE PHONE (518)281-7690
RESIDENCE INFORMATION
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older 4 110 440 Garbage grinder installed _Y ✓ N
1981-1991 Spa or Hot Tub installed Y ✓ N
1992-Present
PARCEL INFORMATION
Topography ✓ Flat rolling Steep slope %slope
Soil Nature Sand ✓ Loam Clay Other
Groundwater At what depth? >58"
Bedrock/Impervious Material At what depth? >58"
Domestic Water Supply LAKE WATER Municipal Well(if well, water supply from any septic system absorption is ft.)
Percolation Test Rate: 11-15 per minute per inch(test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank Size 1,250 gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub)
System Type Absorption field with#2 stone Total length ft.; Each trench x
Seepage Pit with#3 stone How many: ;size
Alternative System Bed or other type? PRESBY ABSORPTION BED
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 & approved. The installed system must match the septic system
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 know by or on behalf of an applicant, shall be void. I have read the regulations
and agree to abid- . .-se and all r-,s irements of the Town'f • --• b anitary Sewage Disposal Ordinance.
Print Name: _ `., i. .. , , r ► A Date:
Signature: _ Date:
Town of o: - cyl. g "es Septic Disposal Permit Ju 2014
BOATtipUSE
DoCo
LAK
WATER
'GEORGE
62'± ALONG SHORE
9.5'±-.
e -61-
z C�-
Qo
M
WASTEWATER SYSTEM INSTALLATION NOTES
WATER
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.
SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN AND INSTALLATION MANUAL, STATE AND
LOCAL REGULATIONS. FOR PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT PRESBY
ENVIRONMENTAL, INC. 143 AIRPORT ROAD, WHITEFIELD, NH 03598, PHONE 1-800-473-5298
WWW.PRESBYECO.COM
FOR 774E NEAREST AUTHORIZED DEALER CONTACT MORNING STAR DISTRIBUTING, 60 COBBS LANE FAIRPORT,
NY 14450, PHONE (585) 598-0019, WWW.moRNINGSTARDIST.COM
AFTER EXCAVA77ON OF TRENCHES TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH
SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SEC71ONS OF TRENCH.
PLACEMENT OF PRESBY SYSTEM SAND, PRESBY ENWRO-SEP71CO PIPE AND FILTER FABRIC SHALL BE AS
SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL
IN THE PIPE.
MINIMUM OF 6" OF SYSTEM SAND, WITH LESS THAN 2% PASSING A 1 200 SIEVE, REQUIRED AROUND
CIRCUMFERENCE OF ADVANCED ENWRO-SEP71C PIPES. (SEE DESIGN AND INSTALLA77ON MANUAL FOR
COMPLETE SAND AND FILL SPECIFICATIONS)
INSTALLER TO PROVIDE SIEVE ANALYSIS FOR PRESBY SYSTEM SAND TO DESIGN ENGINEER PRIOR
TO TRANSPORTING SAND TO THE SITE.
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT
SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS.
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 ABSORP7ION 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.
INSTALLER ADVISED TO CONTACT DIG SAFELY NEW YORK PRIOR TO CONSTRUC77ON
Z- I
12'
BIRCH TREE5
O
LANDS N/F OF
WILLIAM B. KIMMONS, et. al,
THOMAS A. KIMMONS REVOCABLE TRUST
4476/241
ADJOINER'S HOUSE
3 QWATER SUPPLY
VENT WITH FROM LAKE GEORGE
z z GOOSENECK TO -.
z - OUTSIDE PER � � � • >- r
MANUFACTURER
ASPHALT SURFACE
_ r - PROP. 22k28' SHALLOW ABSORPTION BED
CEDAR HEDGE O WITHPRESBYADVANCED
IRP - AC ENVIRO-SEPTIC@ TREATMENT
U SYSTEM LATERALS
/ r n. WI(S) 25' PRESBY ROWS
S86°20'59"E,
4" VENT PER
43. dr
METAL
•.'. p -z.'. �',',. .DETAIL
6 l� Ia 143.41 ' C
51 � OO N AREA
$I� P COVERAC O m 9,215± SQ. FT. CEDAR HEDGE �)
' rQ 0. 21± ACRES PROP, 4"MANIFOLD
I l ---
PROPOSED INTERIOR PIPING & VENT
/I I GRINDER PUMP STATION
r LOCATED IN BASEMENT. I Q ,{�� — — -- — —
r SEE DETAIL 1 °/4"SCH. 40 I (J I __7' 1) LEAN OUT S
PVC FORCEMAIN
ROUTED THROUGH
40
BASEMENTfr e l I I I I I I I l I l l l l l l l l r
r WOOD FRAME „l II 1111 11 11 11 11 1j r
coNc I HOUSE r .12 TP -1
r
r Z �I 9 II II IIII 11 11 ��
r 1 O
O
FXI5TING5dPTICof 1 1 1 1 1 1 1 1 1 l -I 111 j j I I I I Ir Q N 3
r ._.
IIIlIl 1 1 IlIlI lI �r o`b
DECOMMITANKPE rry ONED
co
�J 1
I SLATE PATIO
CONCRETE 23
N r I SLA WALK
I
r —CEDAR HEDGE I L - O'P,L. SETBA ASPHALT SURFALIE
I A5 PIT lwasrewarERj - - - -I
r
150,00' N86"20'40"W �E F
zQ6 CONC.
- PATIO
IPF
ADJOINER'5 HOU5E
O
LANDS N/F OF
SARAH WHEELER
1048/38
WATER SUPPLY
FROM LAKE GEORGE
WASTEWATER SYSTEM SETBACK SCHEDULE
SIEVE
PROPERTY LINE
HOUSE
WATER WELL
LAKE GEORGE
SEPTIC TANK
10'
10'
50'
50'
ABSORPTION FIELD
10'
20'
100'
100'
WASTEWATER SYSTEM MATERIAL SPECIFICATIONS
HOUSE SEWER PIPE
PIPING TO BE 4" SDR -35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR -35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE
PRESBY SYSTEM SAND
SEE "SYSTEM SAND GRADATION" FOR SPECIFICATIONS
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR
EQUIVALENT.
FILL MATERIAL
FILL MATERIAL TO BE GRANULAR SANDY LOAM MATERIAL WITH NO PARTICLES GREATER THAN 3" AS
DESCRIBED IN "FILL MATERIAL NOTES."
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER EN77RE ABSORP71ON FIELD AREA. SEED, MULCH AND ESTABLISH TURF
DETAILED SITE PLAN
SCALE: 1"=10' - 22/34
SCALE 1"=20' - 11/17
PRESBY SYSTEM SAND GRADATION
SIEVE
PERCENT PASSING
3/8" (9.5 -mm)
1009
No. 4 (4.75 -mm)
95-1005v
No. 8 (2.36 -mm)
80-1007
No. 16 (1.18 -mm)
50-859
No. 30 (600 -pm)
25-609
No. 50 (300 -pm)
5-309
No. 100 (150-µm)
0-109
No. 200 (75 -pm)
0-27 (MUST BE OBTAINED
BY WASHING)
CONTRACTOR SHALL SUBMIT SIEVE ANALYSIS TO ENGINEER FOR
APPROVAL PRIOR TO PLACEMENT OF SYSTEM SAND.
CONCRETE
PROP. DIST. BOX
PROP. EFFLUENT SEWER
-PROP, 1250 GAL
PRECAST CONCRETE
SEPTIC TANK
PROP. 1-114" HDPE
SDR -9 FORCE MAIN
FROM BASEMENT GRINDER
PUMP STATION.
INSTALL TO PROVIDE FROST
PROTECTION OR DRAIN -BACK
SITE LOCATION LOCATION MAP
TEST PIT DATA
TEST PIT
\ TP -1 - 12/3/2014 BY: T. HUTCHINS, P.E.
\ I WITNESSED BY THE CHAZEN COMPANIES
\ 0-4" TOPSOIL
4-28" MEDIUM BROWN SILT LOAM,
FEW COBBLES & BOULDERS
® 28-50" MEDIUM BROWN SILT LOAM, FIRM
I 50-58" SILT LOAM, VERY FIRM
ROOTS TO 42" NO
IP
MOTTLING OBSERVED
BOUNDARY CONDITION 0 50" - VERY FIRM LAYER
WASTEWATER SYSTEM DESIGN
4 -BEDROOM RESIDENCES
WATER SAVING FIXTURES
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
FIXTURES TO BE VERIFIED AS WATER SAVING & REPLACED
AS NECESSARY
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 440 GPD
GRINDER PUMP STATION - E -ONE EXTREME IH091 INDOOR
SEPTIC TANK - 1250 GAL PRECAST CONCRETE TANK
LEACH FIELD - PRESBY ABSORPTION BED
REPLACEMENT CRITERIA
DESIGN PERCOLATION RATE = 11-15 MIN/IN
SAND BED AREA REQUIRED = 600 SF
SAND BED AREA PROVIDED = 22 x 28' = 616 SF
AES PIPE LENGTH REQUIRED = 50 LF/BEDROOM
50 LF/BEDROOM X 4 BEDROOMS = 200 LF
NUMBER OF AES ROWS REQUIRED =
200 LF/25' ROW LENGTH = 8 ROWS
NUMBER OF AES ROWS PROVIDED = 8 ROWS
POTABLE WATER SUPPLY TO BE EXISTING LAKE WATER
-� SUPPLY/EXISTING WELL, SEE PLAN FOR DETAILS
r
JUL 0 2 815
LJ
TOV_vN F OUEENSBUP,Y
C3uILC ;: t; e� UODES
SEPTIC PLOT PLAN
H�VE SEEN OR OBSERVED ALL OBJECTS
J H AS HO ES, WELLS, TREES, FENCES, ETC
OWN ON S DOCUMENTI HAVE PERS��AL Y
A EO TANCE SEIFORTH ON THIS DIA RAY /
TOWN OF Q
BUILDING &
Reviewed
Date:
TAX P
FERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
SIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
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0 ISSUED FOR PERMIT 7/1/15
No. Revisions Dcte
MAP REFERENCE: WASTEWATER REPLACEMENT PLAN
BASE SURVEY INFORMA77ON TAKEN FROM: "MAP OF A prepared for:
SURVEY MADE FOR JOSEPH T. CLEMENTE,-
® DATED OCTOBER 15, 2014, Joseph T. Clemente
Dig Safel ■ PREPARED BY, •
85 Mason Road
NewlYork
M call Before You Dig Q is -' D u S eh Town of Queensbury, Warren County, New York
M Walt The Required Time St Drawn LWD
® Confirm Utility Response
eve s
Checked: GTH I Scale: NOTED
Date: 11 /17/14
E Dig pectWith The Mark:
® Dig with care
Land Surveyors
169 Haviland Road
800.96`2.7962
159 Haviland Road Queensbury, New York 12801
(516) 792-5474
Queensbury, NY 12804
y
29873-01 -SI
www.digsafeiynwwyorLoom
New York Lie. No. 50195
Hutchins Engineering (518) 745-0307 Phone
(518) 745-0308 Fax
:717
GEOTEXTILE
FABRIC
COARS
FIBER
BIO-ACCELE
I
VENT, SEE DETAIL
VENT MANIFOLD
ccum, crev
\ACCELERATOR FP
6
ENVIRO-SEPTIC PIPE SECTION
NTS
1 1/4" HDPE
FORCEMAIN
GEOTEXTILE
FIBER WRAP
RANDOMLY -
ORIENTED
FIBER MAT
ENVIRO-
SEPTIC PIPE
4" MAX INTO
OFFSET ADAPTOR
ZLBOW
PLAN VIEW
RAISED CONNECTION DETAIL
NTS
TRANSITION TO 4"
OUTSIDE SEPTIC TANK
4" PVC
INLET
MIN. SLOPE
7
1/4" PER FOOT
WATERTIGHT SLEEVE AND
SEAL (TYP)
EXISTING 1250 GAL.
PRECAST CONCRETE
SEPTIC TANK
12" MIN.
COVER
7 r 2"
16"
SPACE
EFFLUENT
_UDGE
ELBOW LEVEL WITH TOP
OF OFFSET ADAPTOR
2"-4" rj/
LEVEL
SIDE VIEW
APPROXIMATE
FINISH GRADE
LEVEL
OFFSET
ADAPTOR
q - a
1250 GALLON PRECAST CONCRETE SEP77C TANK
--- ENWRO-SEPTIC PIPE (TYP.)
ABSORPTION FIELD SECTION
NTS
GEOTEXTILE
FIBER WRAP
RANDOMLY
ORIENTED
FIBER MAT
ENVIRO-SEPTIC
PIPE
SYSTEM SAND
VENT DETAIL
NTS
HDPE BASIN
HDPE COVER -\
INLET GATE VALVE 4"
SOCKET WELD, PVC
35"
POLYETHYLENE EXTENSION TO GRADE
WITH TAMPER RESISTANT ACCESS
COVER
19"
DISCHARGE 14"
BALL VALVE, PVC
114" FPT CONNECTION
TO ALARM PANEL
14/6 CABLE
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
El ONE IHO91 GRINDER PUMP ASSEMBLY DETAIL
NTS
DISTRIBUTION BOX
4" PVC
OUTLET
__MIN
1/8" PER FOOT BAFFLE
USE SPEED LEVELERS TO ASSURE
ALL OUTLETS ARE AT EXACTLY
THE SAME ELEVATION
4" PVC SOLID HEADER
TO PRESBY PIPE
SEPTIC TANK DETAIL
NTS
2" MIN. DROP
BETWEEN INVERTS
12" MIN. COVER
4" MIN.
DROP
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
GRINDER PUMP NOTES
AN ELECTRICAL INSPECTION BY CERTIFIED ELECTRICAL INSPECTION AGENCY IS
REQUIRED PRIOR TO START-UP OF PUMP STATION. ELECTRICAL INSPECTION
SEAL IS TO BE AFFIXED TO PUMP STATION CONTROL PANEL.
ALL INTERIOR PLUMBING TO GRINDER PUMP STATION TO BE COMPLETED BY
OTHERS.
Dig FSafely.
New/York
E Call Before You Dig
M Walt The Required Time
0 Confirm Utility Response
IN Respect The Marks
E Dig With Care
800.962.7962
s .digsafeiyaesryork.
MAP REFERENCE:
BASE SURVEY INFORMATION TAKEN FROM. "MAP OF A
SURVEY MADE FOR JOSEPH T. CLEMENTE,"
DATED OCTOBER 15, 2014,
PREPARED BY.•
TAX MAP # 226,12-1-20
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
ANTI-SIPHON/CHECK
VALVE
ASSEMBLY (NORYL)
2B' IN—
SLAB
Fn
BURIAL
DEPTH14.4"
11.9
19.4"
ALARM
PUMP ON
PUMP
63 GAL
111
38 GAL 47 GAL
1
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
El ONE IHO91 GRINDER PUMP ASSEMBLY DETAIL
NTS
DISTRIBUTION BOX
4" PVC
OUTLET
__MIN
1/8" PER FOOT BAFFLE
USE SPEED LEVELERS TO ASSURE
ALL OUTLETS ARE AT EXACTLY
THE SAME ELEVATION
4" PVC SOLID HEADER
TO PRESBY PIPE
SEPTIC TANK DETAIL
NTS
2" MIN. DROP
BETWEEN INVERTS
12" MIN. COVER
4" MIN.
DROP
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
GRINDER PUMP NOTES
AN ELECTRICAL INSPECTION BY CERTIFIED ELECTRICAL INSPECTION AGENCY IS
REQUIRED PRIOR TO START-UP OF PUMP STATION. ELECTRICAL INSPECTION
SEAL IS TO BE AFFIXED TO PUMP STATION CONTROL PANEL.
ALL INTERIOR PLUMBING TO GRINDER PUMP STATION TO BE COMPLETED BY
OTHERS.
Dig FSafely.
New/York
E Call Before You Dig
M Walt The Required Time
0 Confirm Utility Response
IN Respect The Marks
E Dig With Care
800.962.7962
s .digsafeiyaesryork.
MAP REFERENCE:
BASE SURVEY INFORMATION TAKEN FROM. "MAP OF A
SURVEY MADE FOR JOSEPH T. CLEMENTE,"
DATED OCTOBER 15, 2014,
PREPARED BY.•
TAX MAP # 226,12-1-20
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
1�0-ZO.1S
Permit No.ADI.......-C-1...........Cert. N® 42957 Cut-in Card No..........................
Owner............. 3...
.................. .................................................. .. ..........................................
Location... -�' ...., s. N... ae ............Cs�-,[Cd...`;../ .. l
. .......... ..... ........ ......
Installation Consisting of.. ............. ..:.................. .................
....................................................................................................................................................................................
.................................................................................... .............................................................................................
InstalledBy....134...�.�j��..4........................................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 promptly made for inspection.
Inspectors of this Company shall have the privilege of making i tions at any time, and if its
rules are violated,the Company shall have the right to revo this
. ... rz��Date... - "'.......... INSPECTOR.... ............................................
....
Member N.RP.A.,I.A.E.I.