Laserfiche WebLink
• <br /> Qf1 `1 . <br /> of VGI1 ,Q/ <br /> . ,. <br /> T qN,p� E • 1, ° `ID �„ N <br /> ad 0:C v-- <br /> ►Vo'w co. _tw�c 0 yo r 8a'' w •``J •' <br /> } <br /> r. 473 Oaf G • <br /> S <br /> 3011' . <br /> 1 <br /> I 1 I PROPOSED 33.5 x 53'• <br /> I1 I I r MOUND DRAINFlELD — <br /> - <br /> 1 I M ; (CELL ELEVATIONS= 101.5•&101.31 <br /> I i ,; 6" r►1egocl <br /> toa Ce <br /> 1 I 1 GarAte • <br /> r • <br /> . 1 1 <br /> I \ I I ;`0h1� Z <br /> ii <br /> I i 2 <br /> J <br /> •I II •1 1-1•o4id 0 <br /> CI <br /> - <br /> 1 ri I of <br /> 1 I� 1 -i <br /> 14 biltil <br /> I `I 1 c— A Q <br /> I q 1 >gE 6 <br /> 1 I <br /> • <br /> I % I <br /> 1 1 1 G <br /> 300• ANNE <br /> �� �� <br /> 4 OF THE DRAWFIELD AND 15' 'r <br /> 3PE SHALL BE UNDISTURBED. Bw 4 •10047 <br /> ®awwE <br /> :ULAR TRAFFIC AWNED.ED NO / G/ BY 8URVEYOR —. <br /> ION OR COMPACTION OF SOIL Ems'° <br /> (PAULSON{ASSOC • <br /> JGRYEI'LW PERIL MENT PUT <br /> • <br /> IR CAae oP cu»wotrnuu8 <br /> A—ASTM#D1785•4"Sch 40 PVC Pipe - <br /> J3—1286 Gallon,2 Comp"Septic k()�`L��P p,„-es-r,„ ,r <br /> • <br /> ' C—650 Gallon Pump Tank `— \ <br /> • <br /> . <br /> D—ASTM#D1785 2"Sch 40 PVC Forcemain Pipe • <br /> i <br /> i <br /> i <br /> • i <br /> • <br /> • <br /> a <br /> • <br />