Laserfiche WebLink
TIN <br /> o IJ : <br /> Did � � I� � . '-"_'\-. \ ..°• �� `�s\` t� .— � � I III � } �t <br /> 0 <br /> I � _ <br /> _ <br /> ITF—VNI <br /> l <br /> - <br /> c -- <br /> GRAP--� --- — — — -- — — — — -- 200 100 SCALE <br /> 400 <br /> I y <br /> Md <br /> w <br /> _ <br /> _ <br /> IM1 fl oa <br /> } =- -- -- - - --- — - - - IN FE <br /> ET <br /> 0. <br /> - <br /> - — <br /> - — - - <br /> - <br /> _ — — <br /> 77 <br /> I , <br /> I <br /> _j n <br /> =y . <br /> -7 '\,8 �i� 'I I� I 9 0-- _ 1J 9 -3Er �#T�46 50 5 46 45 45 `� 5�0 49 <br /> 32 3E'27 23 9� (�o! 1 - -3 -Jill 13 -4 -8 1- AA-- 41 4 --4a_4_3_-4-9-54-- 61 63 61 63 60 575 S1 49 Q <br /> r�—_ .�,� _ _ <br /> ' ` ( ,36 37 - 7 ! 2 - - - J� I I `52 54 �5 _5-7- 6 -64 6 - 67,E 71 70 69� (((_����_63 <br /> — - �I I � <br /> 31 37 3 19 16 16 1 15 8 2 -5 -3 2 9 9-55-_.6� E,�65--7 0-72---7 5' - 6 73 T1�8�-6 4 -58 _ -2 14 <br /> +7 <br /> 1 _f + + –� — .- ��� 1 I + + <br /> lit11 4 -3 -4 9 57 7 77 8 3 �2 $x,_80_ Z£�_Z6 -� <br /> 37 _ - '-- --__- 5�- <br /> �IIX37 43 48 51 47 6_ _ 1 9 58 9 75 80 82 85 87 a <br /> 1 =- <br /> 0 �. <br /> 44 49 33- 6__511---4 ` ` 87 92 93 - 91 8 J /8q 83 88 , 8 85 Ob <br /> III 5 39 45 50 54 7 53 47 59 65 70 76 87 91, , 0 12 2 117 06 2 9 1 <br /> -�� <br /> I 3 39 �6 51 56 59 55 50�. 65 70 53 4 4 35J4� 59 65 7+---7_6 82 86 8 / / 43 14 3 ` 11 1 5 �3 126 125 1 129 ?�9 13 32 1 13433 1 1 8 1 <br /> 1 I <br /> l lr ) .90 <br /> , 9 �}- 60- 65 71 77 82 8 39 151 153 157 1 � \ I C <br /> \3 40 457Dm 60 52 I I � 3 87 69 -� -� - <br /> 5 59 6 58 53 I I 386 ; '7 1 1 52-T`J5759 1�� 1 I� a� <br /> �0 5 59 6 60 4 I i ! S 3 8 0 4 9 5 fl- 1� 4 147 152 6 - 1133138 1 1 1 i I <br /> 1 <br /> .� �- � I <br /> 47 51 6 5� 57 52 54 I� �" 9 1E4 12 11 11107 8 9 8 0 -31-37-1-4-1-145 14 6 175 180 174 172 174 171 167 163 148 140 148 155 163 171 8 7 1 4 1 3 �� <br /> 0 2 48 52-� 6 55 7 39 41 2 1 6 21 118 �5 9 v101 93 8 94/10 I 11 ,- :" 1 9 1 � 130 135 139 143 14_ -1-67-17 rf0 183 181 7 57 142 <br /> 0 � 52 44 36 �29 26 77 121 1 1015 9 9 94 02 X110 115 16 \115 17 ` 133 137 141 1 5 5 160 16 173 17 181 178 166 151 138 135 15 15 6 1 3 4 ' 12 1 7 <br /> I'19 49 42 34 26 19 13 i I� 1 112 1 6 11 115 08�\ 9 1 3 1 9 1411 11 11 11126 131 L32 X33 - 5 1 1E8 17 17 177 160 136 144 152 158 1 ��1 .5 161 163 171 eT 5 5 12 7 5 <br /> Il ----_—._ ti <br /> 8 4�7 39 32 24. 16 9 - 19 X96 L 0 5 8 13\11 102 103 <br /> 17 <br /> 32 11 13 15 �21 123 124 134 1z2 4 5 1�1 1 1 7 1 0 1 <br /> neo �j ,� 1 I II ` / _ o <br /> ; - �Jl _ - - - -- Q__ <br /> � ' 10 109 10� 10 ' 14 11 fi�6 131 6 37 13 1 8 14842 6 � 7- � � 13 7 1 <br /> I l L <br /> If .iI I`IIIII� -- - - - 4� 2 1 0 3 30, 13 130 131 133 35113 13 119 1 1 7 <br /> ° <br /> ° v / I LEGEND <br /> 79 81 83 82 81 80 79` 24 861 1 1 4 : 3 31� 13 1�1 13 34 138 95 95 3 �� I , 1 <br /> LINE U)3 2 5 3 13 122 13 1135 1 1 6 83 79 76 7 82 84 81 7 �� I 1 PROPERTY <br /> Ill - <br /> � FUI <br /> — �� P 20BASE GRADE <br /> 1 <br /> 12 133 113 13� 136 14 3 1 6 58 <br /> --- _-- - -- - - -_ - __ � - - - 200 FINAL GRADE 00 <br /> ° e <br /> -- _ <br /> -_-__- <br /> �\ il. -- �j — Uj <br /> -.� \iO .�'" �(. _-_ — _ - III�. ,1 Ln <br /> Q Ld <br /> 1 4 11 _ - _ d <br /> / __._ <br /> I� <br /> 0 <br /> ' -� I I- u'1 <br /> a�. , co � Q N <br /> I' -0 0 0 0 0 10 1 'jii 0 ILII' 0 Q p Z� <br /> z <br /> -. <br /> O <br /> 1 II j — <br /> 0 0� 0 0I I�� �����II 0LLI C <br /> �i f II <br /> ��) .j (� _ <br /> � U <br /> + + + + + + � <br /> . ' � �1', - - ---___ - ��%��/ - _ __ =li1Ate; � � I � � � <br /> o to 0 1 _ �� o J m <br /> cn <br /> I 1 \ 1 <br /> < � <br /> I , <br /> — <br /> II - <br /> ,� 1 <br /> 1 � \ <br /> Q O <br /> F N� <br /> + + + + + I I 'I j I I 11 �I I II� I I 1 II II� S I I 1`• �1 _ — _ -��1 _I �� �� a LLI <br /> - - m <br /> z o Li 0 <br /> 0 SITE VOLUME TABLE, UNADJUSTED �0F)CS :5 <br /> .� I. <br /> - <br /> - <br /> 1 <br /> 0SITE-SITE: FORWARD LANDFILL z�>Z <br /> SMS m <br /> 0 ) <br /> ° II I I I <br /> STRATUM: FINAL SURFACE TO EXISTING SURFACE <br /> + + + + <br /> i <br /> 0 SURF1 : TOPO FEBRUARY 10, 2006 <br /> I <br /> SURF2: FINAL GRADING <br /> 0 CUT: 159,710 cu.yds <br /> 29 <br /> FILL. 2 s <br /> ,4 5,908 cu.yds w <br /> NET: 29,266,198 cu.yds <br /> J � O <br /> METHOD: GRID 0 � 1�_ <br /> z Lo <br /> \20 - 1 0 z <br /> 8 g + NOTE: vw <br /> w i <br /> I� 3 � '3 2 1 = y 1 0 THE TOTAL SITE VOLUME FOR THE FORWARD LANDFILL PROJECT WAS ORIGINALLY O <br /> ,a CALCULATED UTILIZING THE CONTOUR-CUT METHOD WITH AN ELECTRONIC PLANIMETER J <br /> `I! <br /> ° ;1 2 li / 0 6 D (DIGITIZER). THE CONTOUR-CUT METHOD WAS THEN COMPARED TO THIS COMPUTER O <br /> 10 _ /� c GRID VOLUME ANALYSIS. AS A STANDARD OF ENGINEERING PRACTICE BOTH OF THESE <br /> 0 -0 9 �_0 -0 -�8-�1_�51 50 ' -0 METHODS ARE ACCEPTABLE AND CAN BE UTILIZED TO CALCULATE EARTHWORK VOLUMES. <br /> 0 74 0 - -1 - I 0 THE RESULT OF THESE CALCULATIONS MAY VARY BY AS MUCH AS 5 PERCENT <br /> + + + + + + + <br /> /ms's �+� + j DEPENDING ON THE SCALE OF THE DESIGN PLANS, CONTOUR INTERVAL AND OVERALL <br /> i 101 q�q, SIZE OF THE AREA BEING CALCULATED FOR VOLUME. <br /> Sheet 1 of-1_ <br /> y Rev <br />