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� <br /> �, � r.z�o« <br /> ,o � m Cronin Cus;om Homas <br /> � y N January �0, !99! <br /> H � x Pa;e� <br /> H H <br /> K f) <br /> H A <br /> �°a H �°a :a,e:�[ed and excep[ <br /> N H �;nban.l•ment cn h� east ��nd �outh properr+ lines. Tir.s:: slopzs ar� curer.dy . <br /> � x �`� � �y W[1�C8 (I115 I1as L�an dismrbed aopear to b� �'.'��� p�o�����s `COm crosiun. <br /> O y <br /> zna <br /> M (+� O <br /> c� • n <br /> � H � S�GP�G� <br /> H y I did i,ot obsen e szepa;= `com tn� steep sfopa. Th::se soils sre fairly imnarvious and wili not <br /> � e N allow si;nificant ;round warer movement. I[ is my opinion tha� tha standin; wacer found in che low <br /> � ro r area co :he sou[h represents the local perched ground waczr lavel or wacer rble tha[ can 6e found <br /> � <br /> y ° y undarlyin; [he tilL This s�ould not affzct the development excep� cn�t any utiiity �xcavztions be ow <br /> �his elevation will rzauire some dawataring. <br /> SI.T� PR�P�RATION :\ND GRADING <br />' Site preparation and ;radin; may tonsist ui somz =radz ch�nSes tor si;� drainag� and lot <br /> cons[ruc[ion. I[ dozs no[ appear d�a[ tltese chan,es �•���� be si;niticsn[. I re:ommer.d thac thc roadway <br /> �:ea be strioped [o a minimum ut 2 t�e[ ba�ow exis[in; �rda• Tzsc pis should �e excavatzd at soot <br /> , '�'.e <br /> loca[ions alon; ;he ali�nm:r.t and tesred fo: �ompa�;ion. I rzcommznd ;h�: the lower till mee: 90 <br /> ' �� p�rezn[ oP its masimum dr}' dznsicy �s da;e:mined by ihz .�1ST�t D-598 �ompxecion s�andard. . reas <br />' :oc m:zti^; �his scandard should be repaired by overexcavau�; �nd rzcompa.:ein; to this s:andard. ril! <br /> � 'e� placed aoove tl:is leve: should ba compacted to 9� p�rcea[ i[s maxinum drq de�si[y as darermined by <br />' +� [.ie AST�1 D-15�' compacdon st:nda:d. P:ior co pla;.i�; cha lasc nvo fee:, e.he exposed sub�rade <br /> shocld bz eroof rolled �rd a::as thac aro obszrved to �ezzve _xcessively s�ouid bz rzp�ired. Tl:a <br /> re,airs could ziener cor.sisc ui �dc:icanal cumpaccon or overe�cavaroa and repiacemenc �.i�h <br /> � � �� c„mpac[ed ;ill. <br /> a`'�1 Tha on sice soils zre moisture s�nsitive. That u, �5�}' wlll dismro zasily ti�nen we�• Ear[hwo�� <br /> should ba suspended durin; per,ods of�ve[ �veathzr. Tha abiliry to proparly wor.l- the site will dzpznd <br /> on wzachzr and soil mois[ure conren[ st che ;ime ot :ors[ruccion. If [he si[a is d�vzloped durin; th� <br /> � � s.ore we[ timz ot �he year, additionel costs should bz zxpected. Thase cos[s wi�l ba associated wlch <br /> v��� . I <br /> vm <br /> imported till materiats, pucer,tial use o[ 3eotextiles and removal ot sottened soils pcior ro additiona <br /> � work. <br /> ' <br /> ` �0 <br /> \. <br /> COUVRE"f"I'� GEOTECIL`iICAL LYGL�tiERLtiG 1. <br />