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20070404 Aquaswirl Amendment 10092013 I � 2��c-�c�E- 12" -Ta g �� F�fz �U1c��1 s�-�-�1�L. � �-i' �' � _ � � .. .�.y ' .a . ."`"'�`_'�_"-s—�--�_ _ . - � ... .. -_.__ .. - � � � - ... � .. � ' � "Tr --* �. . . "`^. � ._._._.._ � _ . ._,.. _v .. . 4 . -_..... �i � 1 ..... a � •. f ,. �.r. r .�� a � �`'� `, * � ._....... ., � t" DOMESTiC �- - * }E:'h"CR `� .`�+,�� �, � � WATER STUB ,AR�N r,'1 '` �' . .� �`, .� ``, � <F C �14 t>�rx � ' ��. ��� . � ,Q 4A 1 S� v� � � � . �4 �F 8"q0� CB #t 3 CB �'2 � � �;r • + � , , ' � •Q 9 0 . N ;,��t�r L .�. �„ , , , � I ' ' _ , �: ' . 15 LF y2'' ADS � 1.0% • � � I � . ' ; �' INSTALL ROOF DRAIN CLEAN • 4 15 LF 12" ADS � 1.0% � �.� ' ° OUT 3' OUTSIQE BUILDING. � � x�� . LOCATION TO BE VERIFIE� ' � 12" PIPE INLET �� � '• WITH BUILDING PLANS. I �' + � IE=346.1 1 � . 8 2„ ( ) i .��=;'` '�;� N=5904fi8.59 � � ' ,,� E=111$915.28 '' ' � � +. + , �;� .` i � , '� �. t � � �� ; ( I a 4'X3'X120' INFILTRATION ; ,�', � i � . TRENCN. SEE DETAIL { � � � � � � RETAIL oN SHT SD-02 � � � ' F rq i I �,� i BLDG a � i` � ��� ; � � 1, � ��. , 4 . � � e iNST s� RCL � :• � �...� � � BSER � �, " " VATlON WELI � � I ' T PER DETAIL � � ____ SEE SHT Sp-03 ' � • - ' � � (TYPE 2) � 4 � "I' � � � � i ,. ' / � �i e .._ . .. . ._. j� I� � � • � i�+ I � � t � . • • � I, - _ � _ ,. : % / -r , �, _ __ _ _._ _ , ; } _ _ .: _.. . .. . =" �' � � _ . _ I . , � �o � 13 ,' ✓��v i '� i �� � _ � � � Channel Report jHydraFlow Express Extension for AutoCAD�Civil 3D�2013 by Autodesk,Inc. Wednesday,Oct 9 2013 I � <Name> j Circular Highlighted ' Diameter (ft) = 0.67 Depth (ft) = 0.32 Q (cfs) = 0.600 Area (sqft) = 0.17 Invert Elev (ft) = 346.33 Velocity (ft/s) = 3.59 Slope (%) = 1.00 Wetted Perim (ft) = 1.03 N-Value = 0.012 Crit Depth, Yc (ft) = 0.37 , Top Width (ft) = 0.67 Calculations EGL (ft) = 0.52 Compute by: Known Q Known Q (cfs) = 0.60 I i � i � i Elev (ft) Section Depth (ft� � 348.00 1.67 I i � i i ; 347.50 � �7 � i i I I � 347.00 p.�7 i i � i I � �� 346.50 p �7 � � I 346.OQ -D.33 � � � i I ; sa5.so -o.s� I � 1 2 3 I Reach (ft) I i Tami Merriman From: Grant Beck Sent: Wednesday, October 09, 2013 11:04 AM �� To: Tami Merriman � Subject: FW: Christensen Commercial Bidg - Construction Request Attachments: Pipe Change Request.pdf Sflrry, I assumed you were capied on this because �im said Tami � I'� _ _ II From: Jim Gibson [mailto:jimqCa�scjalliance.com] Sent: Wednesday, October 09, 2013 9:26 AM To: Grant Beck !� Cc: r.g.christensenCa�rainierconnect.com � Subject: Christensen Commercial Bldg - Construction Request i �� Grant or Tami— �'I I am not sure if you the appropriate persons to route this too, but I am sure you know who might be. We have found a � construction issue we need to address on Rick's storm water system. The aqua swirl manufacture cannot make the 90 '� degree connection we requested with 12" pipe. i I� We are asking to change one pipe run from 12" to 8" (see attached) in order to allow the manufacture to proceed with the design. I have run the calculations and attached them to show an 8" pipe will convey the 100 year storm while being I only half full. If this is acceptable please let me know so I may authorize Aqua swirl to proceed. �� � Thanks for your assistance. II� Jim Gibson, PE � Project Manager '�� p. 360.352.1465 c. 360.951.1454 � SG Alliance/Shea Carr Jewell www.scialliance.com I i This communication may contain privileged or other confidential information.If you hove received it in error,please advise the sender by reply email and immediately delete the message and any attochments without copying or disdosing the contents.Thank you. � I i , � I � 1 , I I � I ' iil � II : I ,I 1 �I I