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Home My WebLink About05. Bridgewood Sewage ReportSEWER SYSTEM REPORT For BRIDGWOOD SUBDIVISION PHASE 1- 4 August 13, 2014 Revised September 19, 2014 PREPARED FOR: BCS DEVELOPMENT CO. 4090 S.H. 6 SOUTH COLLEGE STATION TExas 77845 �—�'�� ,.. Eo�r �t �: DALEBROWNE,JR: e i s�so \��ies �j'I1o� : o, \ SIO ALEN � MBESI No.10530014 McCLURE & BROWNE ENGINEERING/SURVEYING, INC. 1008 Woodcreek Dr., Suite 103 � College Station, Tx. 77845 � (979) 693-3838 Engineer Reg. No. F-468 LI L�J Survey Reg. No. 101033-00 W P. aq °o a G v a o' a ro m 0 C1 tJ N 0 0 0 A '�" o 'b� � ,rb � � 'b G� � n N � t�0 � � � � A �_ � a q N lTl h7 R ��, R. � p 0 �co `c R x `C q td a ^p:, � � o � � � �, rn chi y ti � � � a.fl w m O �" G� �. o coo w i n �. � � � o a `D w `° rn p P. VJ �' M C/] Uj ry �' p' N H � � FT..d C p' �s' � C a � m � m � ?' CD m b" �p b rOii n .O-' O 'U A N � [1'] O (� r'j '. w as � Ky� w Q � � �n�� .� x� w�d� Nab° a'�,�nMco o w :; a � 'a � by �' 9 m p m °p � o H � w' � `�° � � w' � p� t l � m o t=i o o '� 5' � � � cr m � ,� � O o � 'b o' � p, c, rn � � coo A pr � � o � a' � � a' �. w p B, � `� � coo � ,`�., � m �• O N p m � ,ti � G � � P. � C � �'� � 0. � P. phi � �o' ..�� t�D W � � � O ~ � ^ O O .y '� Q+ � O O q�q �' C p `C G � ? � � W C. (pD tlN � w � �C '.7 (D � � � N �� w `D � � b � a rt � � do �Y '� Q � C MOQ � �.b � � O. �. "rs OQ � � \ § � , � t�§)j � � \ � )2) 3 :,,,■ c <)!\ ! 6 % , � � �f¥; {,%%g a;* `�a®� � �w77 %\ � )§§ ){m § � \§ � ) / � } -< : � � � � � � � � t �_t e�� ®< 0 Exhibit "B" Bridgewood Subdivision Sanitary Sewer Analysis Line Flow Calculations Pipo Calculations 3 o � °' � Manning Min- T' Z °' �° .5 � Avers eDail R y Infiltration Peaking 6 Peak Inside Friction Desi Ave. Daily Avo. Daily ctimg From I To v �- o Z 5 p Flows (ADF) (IO%ADF) Factor Flows Size Material Diameter Slope bn j Slope i Flow Flow Slo Pe r� w` � � � Velocity Depth Peak B ADF ADF U� F101Vs w � 267 GPD per MH # MH H Lot GPD GPD j CFS CFS CFS (in-) Inches "/o % fps Inches I' Onff Il itl - _.. _ __ __ _ __ 7.4 I 61 17 4,539 _I _ 4,539 0.0070 00007 4.00 � 0.03 6 ll3034 5.793 0.0009 ORO 0.91 029 0.0032. 6.2 6 I 12 �_ 3,2U4 � 3 204 0.0050 0.0005 Ir 4.00 0 02 6 D3034 S.7)3 0 0005 U 80 0 80 0.00 U.0016 6.1 17 0 - 0.0000 0.0000 � 400 __ 000 6 D3034 5.793 O.U000 O.RO 000 000 00000 5.2 17 7 I,R69 7,743 9,612 0.0149 0 0015 4 00 0 OG C D3034 5.793 0.0041 0.80 1 17 0 58 0.0142 1.7 16 5 1,335 -� 1335 0.0021 00002 400 O.OI 8 D3034 7.754 00000 O55 053 000 0.0001 1.6 1 5 - - 2 534 � 9,612 10 146 0.0157 __ 0.0016 - 4 00 - 0.06 8 D3034 7.754 -- 0.0010 0 55 135 0.00 0.0033 3.4 3 3 __- 6 1,602 (,335 2 937 � 0.0045 - O.00US 4.00 0 02 6 D3034 5.793 0 0004 0 RO 0 80 0.00 0.0013 3.3 13 2 4 1,068 � I Of 8 0.0017 0 0002 4.00 0 01 6 D3034 5.793 0 0001 0 80 0 53 0.00 0.0002 3.2 I S 12 3,204 2 937_ C 141 0.0095 0 0010 4 00 0.04 6 D3034 5.793 0.0017 O.RO 1.17 0.29 O.00SR LS ( 1 4 2 S34 1,0C>R 1602 0.0025 0 0002 4.00 0 01 8 D3034 7.754 0 0000 0.55 0.53 0.00 0.0001 1.4 t 3 � 3 801 16,287 17 ORR 0.0264 0.0026 4 00 �_ 0 I I 8 D3034 7.754 0 0027 0 55 I l8 0.78 0.0094 4.4 22 S I,335 f,602 2J37 0.0045 0.0005 f 400 002 _ 6 D3034 5.793 00004 ORO 080 - _ 0.00 0.0013 2.3 2 2 I l 2,937 I 2 937 0.0045 0 0005 4 00 0 02 6 D3034 5.793 0 0004 0 80 D RO 0.00 0 0013 2.2 2 I 15 4,005 _ 4 005 O.OU62 I 0 0006 4 00 0.03 8 D3034 7.754 0.0001 0 SS 0 74 0.00 0 0005 2.I 13 � IS 4,005 5874 � 9879 � 0.0153 O.00IS 4.00 0.06 R j D3034 7.754 0.0009 0.55 _ 1 UO 0.39 � 0.0032 I 1.3 1 I 0 - 4,005 4,005 0.0062 O.00U6 400 UO3 10 i D3034 4.692 OU000 O40 UbS 0.00 0.0002 _. _._ � ' � -- _I .._- __ _ � __ __ �...