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*# CITY OF DECATUR PAY PLAN #� EFFEGTIVE AS OF MAY 1 , 1982 ##� 8.00 � ��� 'GE1
<br /> PAYGRADE _ HUURLY _ WEEK�Y BI-WEEKLY ANNUALLY �
<br /> 09 A 5.bb200 226. 48 452.96 1is777. 00
<br /> 09 B 5.80225 232. 09 464. 19 12, 069. 00
<br /> 09 C 5.94450 237. 78 475.57 12, 365. 00
<br /> 09 D 6.24275 249. 7i 499.42 12,9II5.00
<br /> _ _ ______ 09 _ E _ _ __ 6.55525 _ 202.21 524.42 13,635.OD
<br /> 09 F 6.88200 275.28 550. 57 14,315.00
<br /> _ i0 A 5.94450 237. 78 475.57 12,3b5.00 �
<br /> LO 8 6.09325 243. 73 487.46 12,674.00
<br /> 10 C b.24275 249. 71 499.42 12, 985.OD
<br /> _ __ _ _ 10 D 6.55525 262.21 524.42 13,635. 00
<br /> 10 E 6.88200 275. 28 550.57 14, 315.00
<br /> 10 F 7.22b25 289. 05 578. 11 15, 031.00
<br /> 11 A 6.24275 249. 71 499.42 12: 985. a0
<br /> 11 B b.39800 255. 92 S1i.84 13 ,308.00
<br /> 11 C 6.�5525 262.21 524.42 13,b35.00
<br /> - --- 11 - D- - - . _ -b.88200 275. 28 -- ----- -55 0,57 - - 14,315.40
<br /> 11 E 7.22625 289. 05 578. i1 15,fl31.00
<br /> _ _ _ _ 11 F _ __ 7.5887� _3a3. 55 ___ _ _ _607. 11 __ 15, 785. 00_
<br /> 12 A 6.55525 2b2. 21 524.42 13 ,635.OQ
<br /> 12 B 6.71fi25 2b 8. 73 53 7.4b 13,974.UO
<br /> -- - - 12 - G - --------b.88200 275.28 ---55 0.57 - - --14,315. a0 -- - - - - -
<br /> 12 0 7.22625 2-89. OS 57 8.11 15, 031.00
<br /> 12 E 7.58875 3C3. 55 b07.11 i5, 785.00
<br /> 12 F 7.�b875 318. 75 b37.50 i6,57�. fl0
<br /> , -- - -- -----13 - A .- - 6.88200 __275.28 ----- - - --550,57-------- 1.4�315.00.. ----- .- --.
<br /> � 13 8 7.05375 282. 15 564,30 i4,672. 00
<br /> 13 C 7.22b25 289. 05 578.11 15,031.Q0
<br /> 13 0 7.58875 303. 55 607.11 15,785. a0
<br /> 13 E 7.96875 318. 75 637.�0 � 16s575. 00
<br /> 13 � 8.36625 334.65 66 9.30 17,402.00
<br /> - --- ---- - -- � - -- -- --- -- -- ----- - -----. , . -- - - - -- --- - - ------ -- -- -- -
<br /> 14 A 7.22b25 289. 05 57 8. 1! 15,031. 00
<br /> 14 B 7.40800 29b. 32 592.55 15,40�.00
<br /> 14 C 7.58875 303. 55 607. 11 15,T85.00
<br /> 14 0 � � 7.96875 318.75 63 7.50 16, 5 75.00
<br /> 14 E 8.3fi625 334. 65 bb9.30 17,402.00
<br /> 14 F 8.78400 351.36 702.73 18,271. 00
<br /> 15 A 7.58875 303. 55 607. 11 15, 785. 00
<br /> 15 B T.77725 311. 09 b22.19 16, 177. 00
<br /> 15 C 7.96875 31 S. 75 63 7.50 16, 575.00
<br /> 15 D 8.36625 334. 65 66 9.30 17 r 402.00
<br /> 15 E 8.78400 351. 3b 70 2.73 18,2 T1 . 00
<br /> 15 F 9.223 U0 3b 8. 92 73 7.84 19, 184. 00
<br /> 16 A 7.96875 31�3. 75 63 7.50 16, 575.00
<br /> lb S 8. 16525 32b. 61 653.23 16 ,984.00
<br /> 16 C 8 .36625 334.65 6b 9.30 17 ,402. 00
<br /> 16 D 8.78400 351.36 702.73 18,271. 00
<br /> - --- - -
<br /> 16 E 9.22300 368. 92 737.t34 19, 184. 00
<br /> 16 F 9. 68500 387.40 774. 80 20, 145. 00
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