3 PETER ROAD SEPTIC TANK SKETCH 06/20/2011 MON 10: 10 FAX 978 388 6959 NOW England Concrete Fr. f�001/001
10'-6" (AT SEAM)
------— --------------------T—r------------
20" ❑IA
CLEANOUT COVER T
3 PLACES
I , ,
I fill (AT SEAM)
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1" TAPER PLAN VIEW
4" TOP (6" H-20)
1
PLASTIC d" • a--,� :� �"•.°. ,
PIPE SEAL °'
4" DIA ° PLASTIC
INLET 3 n PIPE SEAL
LIQUID LEVEL OPTIONAL
BAFFLE WALL
4'-7` SEE NOTE 5 4'-4" I
�n
-3" N S HE A
4 •
SECTION VIEW
NOTES:
1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
2. DESIGN CONFORMS WITH 310 CMR 15.00, DEP
TITLE 5 REGS, FOR SEPTIC TANKS_
3. ALL REINFORCEMENT PER ASTM C1227-93. WEIGHT
4. BAFFLE WALL OPTIONAL FOR TWO COMPARTMENT TANKS. ITEM NO. TK-1500 STANDARD 11.670
5. TEES AND GAS BAFFLE SOLI) SEPARATELY. TK--1500H H-20 13,135#
6. TONGUE & GROOVE JOINT SEALED WITH BUTYL RESIN. TK-15002C STANDARD 1 12 930
TK-15002CH H-20 14,395#
7. ALSO AVAILABLE IN H-20 LOADING.
- Neer Er�glawoI7 Framnsr Prmcvsler - SEPTIC TANK
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+ � 800-696-7432 (SHEA) 1500 GALLON
CONCRETE PRODUCTS www.sheaconrrete.com
j 773 Salem Street 87 Haverhill Road 160 Old Turnpike Road Page: 81.4
P.O. Box 520 P.O. Box 807 Nottingham, NH 03290
Wilmington, MA 01887 Amesbury, MA 01913 tk1500.dw i 14 2004 HPCFI
Specifications subject to change without notice r`