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� <br /> _ m <br /> SECTION 6 , TO�NNSH I P 28N RANGE 5E �/�/ . M . <br /> � � Z <br /> 0 <br /> � <br /> �. <br /> � <br /> U <br /> � <br /> , W <br /> 0 <br /> / / � BASIC SOIL AMENDMENT NOTES <br /> , ,_� <br /> � / � � : SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND <br /> � ; � N A T I V E T O P S O I L T O T H E M A X I M U M E X TENT PRACTICABLE. IN ANY AREAS REQUIRING � <br /> � ;� GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A <br /> � i � " DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND 0 <br /> `;� ' qREq 'q' ' / FRI�TICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE � <br /> � �o,�s2 sF / SIBLE. <br /> \ ,�r f' � a a a <br /> � \ P��,P ' / SOIL QUALITY. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT �s--� <br /> �' / �� BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE �Y•• �� �~ <br /> ��46• PROP. � � FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT � . ,.. •..,.�.,� -� <br /> � DUPLEX � � <br /> COMPLETION, DEMONSTRATE THE FOLLOWING: to . �� <br /> � � <br /> ;r • °d: <br /> 2 <br /> / 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10� DRY � �� �-�� � y� � <br /> � WEIGHT IN y:�1 �;: <br /> / � PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A ��'��•�. ••' <br /> � � / PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE S�l' . <br /> ,� �' °'i TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT <br /> -_ <br /> oP. �� ` - ,, -,, W � � WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS <br /> co . � NEEDED TO MEET THE CRITER�A. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD <br /> � o`�' P cH �� �; ; � BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER <br /> � -y ; . � i W MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. <br /> � � UNiT 2 � i f �'` ` � 2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL <br /> '' 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT <br /> � <br /> � ° ' ' � <br /> ` � ` � � REQUIREMENTS: <br /> � � ' � � � S �. ' / a. THE ORGANIC CONTENT FOR 'PRE-APPROVED"AMENDMENT RATES CAN BE MET <br /> , ` i � o , ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BMP T7.30: � <br /> � �' �•' • • � ^ ` _� BIORETENTION CELLS, SWALES, AND PLANTER BOXES (P.959), WITH THE � <br /> ,, � <br /> � j ' •� � �� . � �.i. �! •. � , �� / EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. <br /> � ,' � ��� �: �: �'.�.� • ��� � THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO Q � <br /> � , � � � 65%, AND A CARBON TO NITROGEN RATIO BELOW 25: 1. THE CARBON TO Q <br /> ; � ,'`' � i' ��.• . tµd / NITROGEN RATIO MAY BE AS HIGH AS 35: 1 FOR PLANTINGS COMPOSED Q <br /> ' � � °•• ' � � ' �.' %� �' ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. Q <br /> �. °�% � --.- . � � �� ; . ,:' b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED <br /> O <br /> � a. '.• .-�� ' '' � MATERIAL MEETING (A.) ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO �/ � <br /> � �. .. �; .;e �� �� � . . P+�oP. MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING LL� <br /> �N�r � , ` . . '��� ;"°�. ��• D��� / THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, � <br /> � ���� � IN WAC 173-350-220. <br /> / � . . . . i ,' .. ..• . E <br /> '/ F .� . <br /> \ � ��,, , ~ `.�' � ' �',: ,.` THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATIO <br /> N TO <br /> � / �'�� , ; � � �4 ' BE ESTABLISHED. <br /> � � � IMPLEMENTATION OPTIONS: THE SO�L QUALITY DESIGN GUIDELINES LISTED <br /> \ �,46 � � , ' / � 3 ; / ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: <br /> � � � i <br /> r'� / 1. LEAVE UNDISTURBED NAT�VE VEGETATION AND SOIL, AND PROTECT FROM LLj o � � <br /> COMPACTION DURING CONSTRUCTION. � N � � <br /> / ' 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT Q � � � <br /> ` / DEFAULT 'PRE-APPROVED"RATES, OR AT CUSTOM CALCULATED RATES BASED � Q � N <br /> / : ON TESTS OF THE SOIL AND AMENDMENT. > <br /> � 3. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO � j N N <br /> 3 l � P L A N T I N G. S T O C K P I L E D T O P S O I L M U S T A L S O B E A MENDED IF NEEDED TO MEET W W � '�- <br /> / / --� THE ORGANIC MATTER O R D E P T H R E Q U I R E M E N T S, E I T H E R A T A <br /> ` f" N DEFAULT `PRE-APPROVED"RATE OR AT A CUSTOM CALCULATED RATE. � W <br /> �� ' � 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND D E P T H T O M E E T o > <br /> � / � THE REQUIREMENTS. N W <br /> � � � . :' , <br /> � � \' � / MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE . <br /> � � � � / SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER C� <br /> / e QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE Q Z <br /> � � � � ���� AMENDED. � <br /> � � � � � � <br /> � � � <br /> � � Z <br /> � <br /> / � ; ; WW <br /> �� � W <br /> ` ' Z <br /> � / / 0 20 40 � <br /> / ����� — <br /> � � HORIZONTAL SCALE O Z <br /> W <br /> AREA A AREA B <br /> STOCKPILE AND UNCOMPACTED, UNGRADED, <br /> AMEND SOIL IF UNDISTURBED <br /> NECESSARY "OPTION 3" <br /> � Z <br /> z � a <br /> F- _ <br /> — z z � <br /> �_.__ � �/ i o � <br /> PLAN AP ,ROV�� � /� t� F- cn <br /> _ - f�'� �..�.� � � `� w <br /> � � ,,.. � o <br /> - � , �� �n <br /> = _ '. . � Z <br /> -� _ � p w <br /> t�aT� <br /> �� SERVI f � �' (� <br /> 6 � <br /> �y' �_ , -m _ <br /> W V Z <br /> � DRAINAGE E�f3:SJ� ! ���,�f.IC WORKS U,J <br /> � 1)�!'.,��ZTi+►9ElyT � � � �' <br /> � W - <br /> V+ATER _.-- . __ � Q � Q � <br /> . ; 5 PERW.Ii ZS W <br /> ' ,. ;� YO STI,RTLNG � 1 <br /> -nti C:d THIS z <br /> i �.E'�'a'E32 � v O O � <br /> FL�R THIS <br /> �� � ��<rt„t. PER � <br /> 4 ' �r,5 AND � O N <br /> i RAF� . ! uNLESS <br /> �,;� <br /> _y� � -:ZraN H0.S — � <br /> � � NGINEER _ .� -. � U <br /> PROJ.NO. DSN.BY: <br /> � 18-0902 CB <br /> • � DATE: <br /> 12/7/18 <br /> SCALE: <br /> Know what's below. <br /> 1" = 20' <br /> Call two business DR.4WINGNO. <br /> days before you dig. <br /> oF 4 <br />