2003-067 (2) GENERAL NOTES:
G-1) PLAN BASED ON 'PROPOSED SEPTIC SYSTEM' DRAWING BY R. BUCKLEY, P.E., DATED 9/12/92 AND
LIMITED FIELD MEASUREMNTS.
LEGEND:
G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD
FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION;
EXISTING / BY OTHERS: CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY
(existing features denoted by lower case lettering) ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED.
APPROXIMATE
NEW / PROPOSED IN THIS DESIGN: G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS
CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL
PROPERTY LINE: AGENCY).
DETAIL # G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE
DETAIL REFERENCE TAG: 2 NYS DEPT. OF HEALTH, TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE
T 1 DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION.
SEE DRAWING # FOR DETAIL
G-5) A DEEP TEST PIT AND (2) PERCOLATION TESTS ARE TO BE PERFORMED PRIOR TO CONSTRUCTION TO
SECTION CUT DIRECTION VERIFY EXPECTED SOIL CONDITIONS.
SECTION REFERENCE TAG: SECTION LETTER DESIGN INFORMATION:
T 1 NEW LEACHING SYSTEM TO SERVE THE SUBWAY RESTAURANT ONLY_
SEE DRAWING # FOR SECTION
DESIGN BASIS
NEW YORK STATE DEPARTMENT OF HEALTH
TOWN OF QUEENSBURY
POTABLE WATER SUPPLY
BUILDING SERVED VIA THE TOWN OF QUEENSBURY MUNICIPAL WATER SYSTEM.
NO KNOWN EXISTING OR PROPOSED POTABLE WATER SUPPLIES (WELLS) LOCATED WITHIN
100 FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM.
DESIGN FLOW
CURRENT AVERAGE METERED WATER USE: 650 GPD (20 SEAT RESTAURANT) ^
ALLOW 10% INCREASE IN WATER USE FOR EXPANDED SEATING DUE TO ADDITIONAL `(02
RESTROOM USE (42 SEATS): 650 GPD x 110% = 715 GPD RECEIVED
BUSINESS PROJECTED TO GROW BY 20% BEYOND CURRENT USE
715 GPD x 120% = 858 GPD — 860GPD
DESIGN TO 860 GPD MAR 1 0 2003
ELEGANT PHOTOS
TOWN OF QUEENSBURY
SEPTIC TANK BUILDING AND CODE
SIZED PER NYSDEC REQUIREMENTS: DAILY FLOW x 1 .5
860 GPD x 1 .5 = 1290 GALLONS MINIMUM TANK CAPACITY
NEW FORT MILLER REUSE EXISTING 1000 GALLON SEPTIC TANK PLUMB NEW 1000 SEPTIC TANK IN
#1 DISTRIBUTION BOX D1 SERIES DOWN STREAM OF EXISTING SEPTIC
2000 GALLONS OF SEPTIC TANK CAPCITY TO BE PROVIDED
GREASE TRAP
ALL FOOD SERVED IS PRE-COOKED OFF SITE. NO GREASE TRAP IS WARRANTED.
4 NEW 8'0 x 8'
Di LEACH PIT (TYP.) SEPTIC TANK EFFLUENT FILTER
PROVIDE (1) MODEL A300-12x20, "ZABEL" FILTER IN OUTLET OF NEW (DOWNSTREAM)
SEPTIC TANK.
20' MIN.
(TYP.) LEACHING SYSTEM (LEACH PITS)
SEE NOTE G-5; BASED ON SOIL INFORMATION PROVIDED ON DRAWING BY R. BUCKLEY.
860 GPD = 1 .2 GPD/SQ. FT. = 716.67 SQ. FT. REQ'D
(LESS THAN 5 MINUTE/INCH PERCOLATION RATE)
716.67 SQ. FT_ - 25.13 SQ. FT./VERTICAL FT. (8'0 LEACH PIT)
= 28.52 VERTICAL FT. OF 8'0 LEACH PIT REQUIRED.
PROVIDE (4) 8'0 x 8' LEACH PITS s ,.� � --, •-
TOWN Gi- J ►- JC-U
EXISTING pgRKING �P EFFLUENT DISTRIBUTION
AREA
C' GRAVITY DOSING/ DISTRIBUTION VIA DISTRIBUTION BOX FROM SEPTIC T)BUILDING & C EP
20 IN.
P•) REVIEWED BY
NEW 4" PVC �►-- ( .....
EFFLUENT LINE
_�— DATE `�
10 MIN. • •�' .a ��
ff 'n
4 TANK LINE-, r way ,hfi
1
4" PVC DISTRIBUTION : _
\ LINE; 0.5� MIN. 24 MIN. NEW 4 PVC EQUALIZATI INLINE (TY .) _ , ; f k s• , " r „ ��
0 \ TYP• INSTALL @ 0% SLOPE HERE ELEVA IONS �• L ,
Of ENTRANCE EXIT SLOPE (TYP.) ( ) 4, t s
a, N
/ \ ALLOW (CONFIRM WITH ENGINEER)
f,►urnwhurr \�` r i g j y r,,�iWNW
�• •k ;
zl
Per n�r�� , 1' 'j` _ � ..: 1 • 1 t S .
EXISTING BUILDING \ tea r��e� ■ h' 1 T w,r ,�V r r 'T
� EXISITNG 8'0 x 8 LEACH PIT-
SEWER « �� s �
SEWER TO BE REUSED- CONDITION T r, j
t .2 R' ''
BE VERIFIED DURING CONSTR CTIONvi
(LOCATION APPROX.) ., } • �� L } � ti ;•W
EXISTING SEPTIC TANK TO BE
REUSED; CONDITION TO BE
VERIFIED DURING CONSTRUCTION EXISTING EFFLUENT LINE; LOOC ATRON IP "�,
(LOCATION APPROX.) TO BE ABANDON
EXISTING PARKING AREA
1 NEW 1000 GAL. HEAVY
----- D1 DUTY SEPTIC TANK
-- - -- 3/10/03 AA SUBMITTED FOR PERMIT TO CONSTRUCT RUH
DATE REV# ISSUED/REVISIONS BY
DRAW
SITE PLAN C�
NEW RETAINING WALL BEHIND dM WASTEWATER DISPOSAL SYSTEM
THE NEW HOME STORE .x GLEN STREET SUBWAYS, INC.
870 U.S. ROUTE 9 - MILLER HILL
I ��4� P � No. 57150`' � QUEENSBURY, NEW YORK
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JAR= o MARTHN "N"MN"TAR
1�' �9 ����
PROFESSIONAL ENGINEERING
P.E. 57509 12 EAST WASHINGTON STREET PHONE: (518) 792 2907
02M GLENS FALLS, N.Y. FAX: (518) 7WI864
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