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HomeMy WebLinkAboutBuoyancy Calculations and Plan of Holding Tank - Rev1 - 1991Dane! P. Braman, P.E. Harbor Point Rd. Cumma I q uid, I MA 02637-0361 IE: Le tm -FR.,. c-- Mne %+j e k vAe, cckuQAs % Wt Co., 5 k pe -j OA OT1 w CIA p— g- -m 40.50 k AJ, k ow -e- C,.,o 4.15.so 13cA %% W% 415.3 cD — 5 3,=%, 41 Lt 1 04 4 'BR .4-1 z, I, u cl ck-4 1I g. k 0 A. G4 - t k .2©-1 \4j,, --�� V --t 4-, � Flx-tc�,?c- O-QS -- 14 t, k �O CDP tl65. I-( e, (v (- o.5 0 ICA k 0,50 03 umr,EOVED MAR 2 1 1991 HEALTH DEPT. - 0 F DANEL E. BRAMAN CIVIL 0 No,32686C CIO APN '+ '41 Xl M . £� • Gam\ ���' I �z .1 �-���.-1�/`( b��.�i" 1 I IL -11 --- 1 • �"`i� � �1 T�� - .N.1kVa�1. ?-��A:�1-1•�S , i r4i::-k"E_.- kl{ t_.1���- ,1 ►>J 1��� T�:tJ1L -To I I i cc�ki� l �'--� I 1 i VJ_-� ✓� t GL_ 4,q. < 8" DIA. INLET• 5'-10" T _ NOTES 1. ;DNCRE T E - 5,000 P.S.I. @a 28 DAYS. 2. TEEL REINFORCEMENT PER A.S.T.M.- -' r A 615 1,�. 3. F., ESIGN LOADING -STANDARD - A.A.S.H.O. HS10-44. %Sr_SIGN LOADING - OPTIONAL UNITS - A.A.S.H.O. HS20-44. 4. „�"TINTS SEALED WITH 1" DIA. BUTYL RUBBER OR EQUAL. 5. T, .:ES - PROVIDED AND INSTALLED BY OTHERS.. i I 17'-0" 16'-0" PLAN VIEW 10'-0" 6" 8"-H10 LOADING �n" un 0.. UIH. VU I Lt= I " 0 LOADING r'-3" H 10 T'-5" H2O vl�ry n -n ST5000-9X16 Pr,E CAS'V o"E-1: 1 TANK - 5,000 GALLONS 7; i ti 14 rJ tJG-I v l_l\cam 'I t I I, I i i I 1=1,00 z�� t✓ ; � �'' r J_ j J F 0. tt M ti M O n 0 G ro� Ln Va" C'l �2: LQ 11 (Ij Cicn Ln E a;dvi Aa vw(a DESIGN: DRAWN: CHECK: FILE ##:—D2-` DWNGi#: S_ E