2009-483
TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20090483-36277Date Issued: Friday, December 7, 2012
This is to certify that work requested to be done as shown by Permit Number
P20090483-36277
has been completed.
302.18-2-76
Tax Map Number:
2 GRIFFING PL
Location:
Owner:
Leonard Romeo
Applicant:
This structure may be occupied as a:
Septic alteration residential
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy 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.
SUITABLE BACKFILL
PLUS A MIN. 4" TOPSOIL & SEED
REPLACEMENT OF THE WASTEWATER ABSPTION
LEN GSF IELD SHALL UNITS AS DEONSIST AILED is% MAX SLOPE
OF THREE LATERALS (28 LF EACH) OF E
ANY CONFLICTING COMPONENTS OF THE EXISTING SYSTEM (DRYWELL)
SHALL BE REMOVED AND FILL SOILS STABILIZED PRIOR TO THE 4" PERF. PIPE GEO TEXTILE COVER FABRIC
INSTALLATION OF THE PROPOSED FIELD. ANY CONDITIONS THAT 10_17"
REQUIRE MODIFICATION OF THIS PLAN SHALL BE BROUGHT TO THE
LANDS N/F OF ATTENTION OF THE DESIGN ENGINEER FOR APPROVAL. 30" MAX
HA YES & HA YES, L L C
'q. •. a.v .: 4' MIN. UNDISTURBED SOIL iY "� ' b 6" MIN.
BOOK 1303 OF DEEDS AT PAGE 202 LANDS N/F OF
6" MIN.
46" OAK L UBI N
TREE �\ = USABLE SOIL PERCOLATION RATE 1-60 MIN./IN. 3' MIN. TO IMPERVIOUS STRATA, BEDROCK
i o BOOK 1789 OF DEEDS OR SEASONAL HIGH GROUND WATER
_\ AT PAGE 292
W O O D S NM 6
— — NOTE: ABSORPTION SYSTEM TO BE MADE UP OF THREE LATERALS OF ELJEN UNITS.
.R.F. APPROXIMATE AREA OF FIELD TO BE 20'x3O'
O r r / �r NM 26/6
— — -----1 3��)—�� --- W/ (2)
GUYS
-------- 6' HIGH STOCKADE FENCE LANDSCAPED TRENCH CONFIGURATION CROSS SECTION:
s AREA
SHED 00 __ G ELJEN GSF UNIT
STAMPED I ;� NOT TO SCALE
CONCRETE q0 i \i O
POOL DECK
I I
i I\
100 I L At
i
I I I
O L
P D i I n
I I BORING AND PERCOLATION TEST:
I I
j t� 9S, LANDS JRIAF OF PERC TEST PERFORMED ON SEPTEMBER 24, 2009
CONNECT TO 10 _ n BOOK 429 OF DEEDS
LANDS N/F F 4 AT PAGE 17 0-3.5 FINE SAND
EXISTING SEPTIC `n NO EVIDENCE OF GROUNDWATER OR MOTTLING
DAL Y I �'
TANK DISCHARGE. Ex15T1Nc
SEPTIC `AC uN1T `� NO WELL VISIBLE
BOOK 629 OF DEED LOCATION UNDER TANK IN BACKYARD PERCOLATION RATE: 1" = 1 MINUTE, 40 SECONDS
AT PAGE D POOL DECK TO (APPROXIMATE) �IGENERATOR
BE DETERMINED. l w O O D S
NEWLY CONNECTED T I L A W N
PUBLIC WATER d
EXISTING HOUSE 1
I WASTEWATER SYSTEM ALTERATION: IT IS THE INTENT OF THIS PLAN TO ALTER
(ADDRESS #2 GRIPPING PLACE) THE EXISTING WASTEWATER DISPOSAL FIELD BY REPLACING THE EXISTING
GARAGE I ABSORPTION SYSTEM (REPORTEDLY A DRYWELL) WITH A NEW TRENCH
CONFIGURATION USING ELJEN GSF UNITS. THE ABSORPTION FIELD WILL
p CONSIST OF THREE (3) LATERALS, EACH WITH 28 LF OF ELJEN UNITS, FOR A
DRILLED WELL
02 � (To BE TOTAL OF 84 LF IN THE AREA AS SHOWN. THE EXISTIG SEPTIC TANK WILL B
>a ABANDONED) MAINTAINED. LOCATION OF THE EXISTING SEPTiC TANK DISCHARGE PIPE TO BE
oa N CONFIRMED PRIOR TO THE FIELD INSTALLATION AS PROPOSED.
N DESIGN FLOW: THIS PRE-1991 FOUR BEDROOM HOME HAS UPDATED WATER
o " USING FIXTURES ALLOWING A DESIGN FLOW OF 110 GALLONS PER DAY (GPO)
Cl
FLOW
CONC. WALK o PER BEDROOM. A TOTAL OF 440 GPD IS USED AS THE DESIGN
�- SOILS: THE SOILS AT THIS SITE ARE KNOWN TO BE MEDIUM TO FINE SAND.
x L A w N o a� THE PERC RATE OF THE NATIVE MATERIAL HAS BEEN TESTED BY JAMES
z MITCHELL, PE ON SEPTEMBER 24, 2009 WITH A RESULT OF 1 MINUTE—FORTY
�
18" WHITE 12" MAPLE � l� SECONDS PER INCH.
TREE O 1
= OAK TREE I
1 DESIGN STANDARD: BASED ON THE NYS DEPARTMENT OF HEALTH STANDARDS
' (930') I.P.I-./ — — — (Y FOR ELJEN GSF UNITS A FLOW RATE OF 440 GPD /N A SOIL WITH A PERC
130. 7
rr 0 RATE IN THE 1 — 5 MIN./INCH DESIGN RANGE WILL REQUIRE THE USE OF 5
_ _ r Z ELJEN MODULES PER BEDROOM. A TOTAL OF 80 LF OF TRENCH IS THUS
I.P.F. 18" ELM REQUIRED FOR THIS SYSTEM REPLACEMENT.
0 GAS TREE
J VALVE ABSORPTION FIELD: THE PROPOSED FIELD WILL CONSIST OF 84 LF OF ELJEN
—CTV ORANGE PAINT - UNDERGROUND CABLE TV CTV GSF UNITS IN A TRENCH CONFIGURATION FED FROM A NEW D—BOX LOCATED
NEAR THE SOUTH END OF THE PROPOSED FIELD. THREE LATERALS OF 28 LF
WILL BE REQUIRED. THE APPROXIMATE AREA OF THE FIELD WILL BE 20' x 30'.
GRIFFING PLACE
a o�
`6aQ�
Q e 074T3
WA S TEWA TER REPLACEMENT SYSTEM FOR
LEONARD
AND KATHY A * ROMEO
2 GRIFFING PLACE TAX MAP #302. 18-2— 76
LEGEND: TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK
99.8 DENOTES EXISTING TOPOGRAPHIC SPOT GRADE SCALE: 1 P. = 20, SEPTEMBER 25, 2009
—CTV— DENOTES UNDERGROUND CALBE TV SERVICE
O 2009 BY ENVIRONMENTAL DESIGN --G— DENOTES UNDERGROUND GAS SERVICE
PARTNERSHIP, LLP, ALL RIGHTS RESERVED I.P.F. DENOTES IRON PIPE FOUND ENVIRONMENTAL DESIGN PARTNERSHIP, L L
UNAUTHORIZED ALTERATION OR ADDITION TO I.R.F. DENOTES IRON ROD FOUND
THIS MAP IS A VIOLA77ON OF SECTION 7209 L.A. DENOTES LANDSCAPED
AREAERLY 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371 -762
SUBDIVISION 2 OF THE NEW YORK STATE N/F DENOTES NOW OR
EDUCATION LAW. NM DENOTES NIAGARA MOHAWK UTILITY POLE ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
COPIES FROM THE ORIGINAL OF THIS SURVEY 0.H.U.L. DENOTES OVERHEAD UTILITY LINES
MAP NOT MARKED WITH THE LAND SURVEYOR'S
EMBOSSED SEAL SHALL NOT BE CONSIDERED A
VALID TRUE COPY.
COGO JOB