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SEG�' i'ION 7, TOWNSHIP 28 N , RANGE 5 E, .M.
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<br /> � �����G �' C ����9,36p�q����� �ASIC SOIL AMENCIM�PIT NCl_i_ES_
<br /> I 00 v'6, OPTIO�J 1
<br /> ,�p��� O� Scarif or lill ezistin sub ade to 4 Inches depth (or to d^_plt needed to
<br /> �0 v , . achie e a lotal depth of 92 inches of uncompocted soil efter calcuiole�
<br /> � amount of amendment is ndded, see specific subsect�ons b=_low). Ent�re
<br /> >�
<br /> C� O, surface should be disturbed by scari(ication. Do nol scorify within dnp i�nc
<br /> 1��'� ��� /%' of exisling trees la be �elained.
<br /> 6, Within Stormwater Drainage System locotions or Landscaped Areas (�0
<br /> l;�>>9'60J40f �00 �p
<br /> percenl organ�c conten!) - Place ond rototill 3 inches of composte
<br /> � c�s �'O� � material into 5 inches of soil (a totol depth of about 9.5 inches, (or o
<br /> p��,G j�o�'O' �• �� ` setUed depth of S inches). As noted previously, subsoils below lhis layer
<br /> �" �-' i � / \ should be :carified at leost 4 inches, (or o fin�shed minimum deolh of 12
<br /> �Op inches of uncompacled soil. Rake beds to smooth ond remove rocks
<br /> larger than 2 inches diameler. Mulch areas with. 2 inches o� or�anic
<br /> ' ` AREA B / \ y./;�hin Lawn Areos (5 percent nrgonic conlent) - Ploce and rololill 1.75
<br /> �'`�" � � inches of composted maleriol into 6.25 inches o( soil (a total amended
<br /> ,Oh� � C
<br /> ���� ,. ��? � depth of aboul 9.5 inches, for a settled deplh ol B inches). As noted
<br /> ��ti;�- � . . ��p previously, subsoils below this layer should be scarifled at least 4 inches,
<br /> for a tinished minimum depth ot 12 inches o( uncompocted soil. Water or
<br /> � � y�� /���,- -' Gv O roll lo compact soil l0 85 percent o� maximum. Roke to level, ond
<br /> � �'`, ��� / remove surface woody debris and rocks lorger than 1 ���ch ,n dlameter
<br /> , ,. .///// o,
<br /> � �� n� � �O� OPTION 2
<br /> � �� ' pC If ploced topsoil plus compost or olher organ�c mate,-�oi wdl amount lo
<br /> `s�+, ' � less lhan 12 inches�. scarify o� 1ill subgrade to depth needed to uchieve
<br /> � � L � � ' �/;' `'O� 12 inches o( loosened soil ofter lopsoil and amendment ore placed. Entire
<br /> sur(ace should be disturbed by sca�ification. Do not scarify within drip Ilne
<br /> �' PROPO�ED o( existing trees to be retuined.
<br /> �'�� � . � $FR Slockpile and cover soil with weed barrier malerial that sheds moisture
<br /> / yet ollows air lronsmission, in opproved locolion, prior to grading.
<br /> i � ' / Replace stockpiled topsoil prior lo plonling.
<br /> Wilhin Slormwoter Lrainage System lor.olions or Landswped Areas (10
<br /> ��" AREA A /� � percenl organic conlent) - Place and rotolill 3 inches of composled
<br /> ��,��, / � malerial into 5 inches o( replaced soil (a tolal depth of about 9.5 inches,
<br /> � '�'-� � �J�,9 11,300 SF / for a setUed deplh ot 8 inches). Subsoils below this layer should be
<br /> . J6, � j scori(ied at least 4 inches, lor a finished min�mum depth o( 12 inches o�
<br /> ,` U On �g uncom ocled soil. Rake beds to smoolh and remove rocks lorger lhan
<br /> '�� z�, � inchesPin diameter. Mukh oreas with 2 inches of organic mulch or
<br /> -� ���., � � stockpiled duf(.
<br /> � 003936004 _ Q(���� � �
<br /> 00900 / O Wilhin Lown Areos (5 percent organic conlent) - Place and rototill 1 7S
<br /> � �. � ��� % � �nches of composled material into 6.25 inches of reploced soil (o totul
<br /> � �'� �i��✓ y P�\ � omended depth ol oboul 9.5 inches, for a settled deplh o( 8 inches).
<br /> `, `' � ,�� Subsoils below this layer should be scarified at leasl 4 inches, for a
<br /> finished min�mum depth of 12 inches o( uncompocted soil. Water oi roll to
<br /> � � t�� compact soil to 85 percent o( maximum. Ruke lo level, and re�nove
<br /> V%
<br /> � ��rL � � N surface woody debris and rocks larger than 1 inch in diomeler.
<br /> M16�QA�o � � � j� CALL 48 HOURS
<br /> ,,r�� � ��� /�1 °�� BEFORC YOU DIC
<br /> - � , � M �`_� "a"""• "•` 1-ftOG-42a-55:i5
<br /> �yQ 'ies' -
<br /> . � ••`` \ c, �
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<br /> ;'„< <,�, , ` , Fo oR LEGEND (sEE NOT�s) � E � ; �` OMEGA SOIL MANAGEMENT PLA
<br /> ` 1���� roR cRno �:. �� � ENGINEERING, INC. ADAIR EAST CASINO S ______
<br /> �� nREn n ::;;t:�' ? 2829RoekefellerAvanue DATE JOB NO SCALE SHEET
<br /> � �;q ;ir ',�iIL �MMCIJUIJENI S/ONALF-�� �� �0�425.�s 3820(�425.259.1958 ���»��� 12-1203 � = 4� 4 G�
<br /> PFN�
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