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r <br />, <br /> Drainage issue between 4150 Highwood Road and 4166 Highwood Road <br /> Situation: Mr. Jon Bakke of 4150 Highwood Road called about concern � �` � �� r ,�:. � <br /> of the drainage pattern being created with the construction of a new ~.:, a,� � � � '� ,_�; '. ._ `�$$ �'�. - <br /> � ��t <br /> home at 4166 Highwood Road. �� � � -��,' � � � � <br /> � � p+� ,; � � .:o �� ,.� <br /> � C� ` ` ' Q , O �'` t� qa� <br /> Action: I visited the property on March 16, 2015. The approved plans �'° ,''� c � <br /> show a set of swale to direct the water along the property line to the front I �`� �� �'� � ' `, � �� � • � '� <br /> ; # � <br /> �. -�� , � y � ��c� <br /> and back. Currently soil is piled up against the new homes foundation �. � , ,�, • � , � �; <br /> directing any run off water directly to the home a 4150. Also the creation ;� � ' �� <br /> of the egress window structure severely limits the drainage options for • , ti��ti�y w�`e p' " �; . 1�,'r ' <br /> that portion of the project. - � - � ''` : "OOORo "�/�r. � <br /> � �, �,� ,, � �,,.;� � � � . �.�� <br /> �' �+�,� <br /> �. ; . ' <br /> Recommendation: The builder be directed to create swales per the � � `~ ; � � 1 • � _, <br /> plan durin g the construction phase to miti gate a d di ti on a l r u n o f f f r o m 5 �*' � ; ` � �" . '�.. � _ <br /> impacting the neighboring property. The builder will need to have an ±���` �� -'- _�' �� � ° � ' h� <br /> alternative plan for direction of the water along the northeast side of the �' •,., �� ,�,� � '` t ' "� ,, <br /> lot to mitigate the impact of the egress welL ��� �.'� � , := x, ' ' ; :. <br /> ,�. <br /> 7 s`a, _i •�:. - ��.`�__ " `y__� <br /> ;. b Y r; .. -4'�,92 1 9?S.i 4 L`.r ___ ! -..._�-J'IL'3 0l- ...._____. <br /> � ,� � �1 ':�-� � . �y .r . B..MAPI f �. 8"BOXE nF <br /> � . � . � � � y�r` i ti �R -973.a0 <br /> � .} ;x � °'�� S ��Y . � ��J75.50 I <br /> �,� ��:���t ` � � �� � � ; � �ri 32 ' 33 ' �� � '9>,.,� e�z.�, <br /> ::� .. � i ` � <br /> -� ... ,�, «.`.��. .. •■ . 75.53 _h �Q� � �-c2- �- �974.85� <br /> 976�-- <br /> � � m ' Limited room for drainage �T �;��,• ,� ��-;'; ;��w,�1I b�'97392 <br /> ^ ��' "� ==''_=c=-, 10. _ ? . <br /> w " <br /> .. : '..� • � � r � 975.52- � -, � . .. 29.V � � 973.8a <br /> ' ' .' ; .. , � ,;a w a � n 97a.g5 <br /> � � " " ' 4�5.�z. "' � � n PnJPU:icD II� g�a.a wooD <br /> � ' � !^„�{'�'*�+,'.� � PROPOSED ie aam e N�$E '�I 974.85 DECK <br /> �i 975.63 �J <br /> �.��� t �_._ k ., . •zr� ,,.�f. HOUSE �,9T6 3 8.80 �. <br /> �,,�� 7 975.24 lt� <br /> � ; ` . <br /> : . � ,. r a+'' �, �'� ���97 0 � � If <br /> t, - <br /> .. �"� .. ." � � � J, ._. r.+�. . .. _ ._�`:'�. �~J j �'�+ �.0 �, i 75.a5 <br /> .. .- �,,., _..- �... '�.�. ` ' - --------- <br /> ' �-- ♦ _ f . �:, r „ -------�� .�10.8 <br /> - .1 ' : �- . _ - 975.59 � <br /> - s "� � ' , n k , 974.97 �'975.71 �'' VHU�,US� � � 75.50 HWSEG <br /> �. .-_��, .i �.:'>� .�" �3'`.� _ ;OfR; � .�.,.�: � �PRDPCSE� '� (�• `��� �$LAB� 9�� �57UCC0 <br /> � � � � t <br /> <:��• . .:. . .+j 7► �„w 3'�'- , . <br /> _ -� ' �„��: Swales not eviden ���a�� ��,� N <br /> � - , , ++-�:: _ <br /> �-, ° . �.. ' ' . " '� � 975 • <br /> , ... .ti..:... . ,.`-r' <br /> » , '' �. � 35 <br /> , � . M . . ., .._ . ' ' >�;+' -------- 51 2 .0 7gf75.45 <br /> 00' � 9 <br /> :' <br /> - i.� .� .�� ,�. � {,� �.�r 10 �97 1 `D,978.02 h� i e or t <br /> . `�� r � : ��S -_•� �� _.�,,f''�ill�• 975.48 � j(I a' � 9 5. <br /> �.�... * ,� ,�:'}x�y,,, + ,�`• 977 �, ^.I �. <br /> ,r•.. j```• +'Y',� �''� � � ' � PR0�0� � �1� �� � "� m <br /> �, f ✓�� . ,'a� ..� '., �.r„ -rr .� �"" . ~�'Ca,' DRIVEWAY � 975.16 ,$�¢ A n 975.34 <br /> �. r< � 0PL5 <br /> ` '� � . Looking North down property line ` � . �� ,� 9�6 � 'f s•�ocus �"'�"���� 7 �a.r. <br /> .,. . • <br /> , / .- .. -. . ,, . ;, r ; � . ` � � 975.03 ' � • � 30' <br /> . - 9�4 70 974.62 I � <br /> ' �. �` "„6 =� �`.. ,�., . _ 971.61 97�'J' I <br /> . __._ ._.._. _.._.. .._.. .._.. . .. <br /> _.._._-..,__.._.._ . 1 <br /> Prepared by: Adam Edwards, City Engineer March 16, 2015 97 74 gZ 4.7� 9�,.�� +.� 74.18 97. <br /> 974.41 BI <br />