|
rr n
<br /> 1
<br /> 4.19 AC
<br /> x -2
<br /> -rBJ� too h' 2 m
<br /> C2$ r2. xrn x�' Fw
<br /> c2@- Irk {8J foo ■oo �m x� co
<br /> ADWF: 208,o82 GPD �.�BJ� N ��
<br /> w m _. r'
<br /> c2B. x aC\1029
<br /> PWWF: 593,236 GPD r 9•(8J .� 1=24{S 2
<br /> }CS-25{SJ C2$-kg,(8) . 7 0s 37aJ rym � °k 5ak 028k 53 $ f8J -M1tY
<br /> k � V k mea,
<br /> ►W
<br /> 4.2 A , v 15.01
<br /> x 1 �r
<br /> tnr
<br /> c2e,2re a-s{gl N xd �
<br /> ADWF: 509,409GPD C
<br /> � .
<br /> w C2a��81� � ekq�J C2Q2p U❑r'
<br /> xt �4k - 402 ry ry��,S3k= ------- PWWF: 1,168,389 GPD OVA@@ 52na Portion of Stage 213 in Phase II _
<br /> r 5.1 Z AC 57
<br /> ryyr
<br /> 102
<br /> �ry ti 241 4.31 AC ' s
<br /> 4.35
<br /> ���, l GAP 1� ►� -I
<br /> {' +au ■ �k 4k / \ AC !
<br /> 224
<br /> 67p}
<br /> `CrC U� •� D� � ryU "y�A _ _ �
<br /> �+ 6.64 AC
<br /> ADWF: 563,576 G P D
<br /> SCHOOL DISCHARGES TO
<br /> U4 Ugh r�2k(aj c.,e G 6.62 AC � � ] C2C29 Ury� g 7 , ,
<br /> PWWF: 1 266 181 GPD
<br /> 4Sk :8J 1
<br /> Cl AREAAi r k3 fa}_� FC1C-32[a7 2kJ c,es 70 67 '
<br /> (Connects to Area AZ)
<br /> 7k U 2.y8ki01 c7 A,) / k '
<br /> in 4�`�� U,yG�� 9� �s� 15.49 AC
<br /> co 2j2 J
<br /> 5[$� k ���� 7.09 AC
<br /> C1kok
<br /> C-1k(SJ g "
<br /> ~ G1$8[8}
<br /> sok �
<br /> �'c c2c-Ak l8]
<br /> Z AC s
<br /> CtiA-26{S} C-SX27{8} 01/1-33[8 °Dr 1
<br /> d9k 53k 958k } 014-34'[81-- x �C2C:51
<br /> �21t1' �. 194k - crq=25{s}--- N� L5-C2 5.01 AC
<br /> �G1P�9k x TA-24 5.01 C'2C OaC '�
<br /> e �r ry+n 7k U 2 6 ■ �y r �
<br /> 139 �`�Cl ��¢D,81 ��� ■ 7n 6,3
<br /> wr Ci ¢ i 7 (8 ` ' i ■ _ 104 T %8
<br /> 5.27 AC
<br /> lid
<br /> fBJUPWI
<br /> 192 .
<br /> 4
<br /> PREVIOUSLY REFERRED TO AS
<br /> 75k 3kp ,•. -� [ 3 s _} �i - ��$ $ N m�' W � ��, STAGE 2A LIFT STATION
<br /> .- A-7(8 _ 29k f2k - �$-�fgJ ♦ m �
<br /> 49), 14.fi AC �♦ a1E4.7 a�
<br /> ♦ 3rk !} $iE 48.{8
<br /> r ¢
<br /> CrA U v C1A-78.8 ♦
<br /> pk(8i v 18k {-, � C�19•{8} ♦ 75k`� $•a=. � �1 i
<br /> -_ -- ♦ 5� o x - ur rq CE � ` � i
<br /> ------ ♦ .�;� iu^ r' ]j rFu� 2���BJ hlt� Si �i�
<br /> -
<br /> LS-
<br /> 12.72 A ♦ �'`�Aga °7 °� erF „k;h,~� i �
<br /> C ♦ ss
<br /> ^P�o � e E 88•[8 12 O.
<br /> $.1E-J9.0W
<br /> �r k 45k } E.23'[SJ--
<br /> 111 72rk °� m
<br /> NOTE 1 8rczz.[a} �; sr ^rys, 155 i
<br /> ^ �8k
<br /> 1.) LOCATION AND SIZE OF SEWER LINES ARE SHOWN FOR
<br /> REFERENCE PURPOSES ONLY. FINAL LOCATION AND SIZE OF 33 � m� AC .21 AC sj
<br /> PHASE II SEWER INFRASTRUCTURE To BE DETERMINED BY 142 s1�-83-{s} �ry 3.75 m rr[rsJ C T
<br /> zo3 �x r4k �m AC r24
<br /> 1k Ls_B ADWF: 6 0 8 o GPD
<br /> ODELL ENGINEERING. �� - 5 i 7
<br /> PWWF: 1,424,966 GPD
<br /> 2.) MINIMUM PIPE SLOPES ARE ASSUMED PER THE CITY OF g�E_75.t8� 89 _7s_$ m" �1.�81 15.5 AC !
<br /> r43k[`1 $r �'``5� Q al's'
<br /> LATHROPS ❑ESIGN AND CONSTRUCTION STANDARDS. ONCE 4.01 AC 13ak_ � a
<br /> 1.74k
<br /> PROPOSED GRADING AND IMPROVEMENT PLANS ARE � 39 -- - -- _
<br /> PROVIDED THE SEWER MODEL WILL BE UPDATED TO
<br /> INCLUDE THE PROPOSED SEWER INVERTS. 5.
<br /> 11 AC
<br /> rcP_
<br /> Zl
<br /> 7n 7 273
<br /> .7
<br /> a We j r? tal s �
<br /> 2.84
<br /> 0 ft Station 2' rrsJ J 3`gl '
<br /> AC
<br /> Li
<br /> -s
<br /> 7 a
<br /> Emergency Bypass
<br /> � 55k � $rEti?8- .alb �2a k s•� , '• - ams.,rr.ux,r 'ty.
<br /> �(8} �
<br /> e e . ■ h 4° e Es f8J B gK g
<br /> a rr ,ter aJ 4.4fi AC z8k 4.43
<br /> AC
<br /> O Sewer Collection Areas
<br /> Tw -
<br /> BrE
<br /> Collection Area C1 33k9.r8J r ak°r8,-Q a �$�r -
<br /> Actual Volume
<br /> Number of Units Land Use Sewer Average Dry3,
<br /> Diameter in n n / n, AC a z_
<br /> [P } 25� Vg� GPD Land Use ACRES Flow Factor Weather Flow �_ ^�� m �:�' `� y ,
<br /> Volume d C ► 6.37 AC
<br /> -
<br /> (GPD/DU OR AC} (GPD) B7�2�
<br /> Diameter a
<br /> Low Density (DU) 783 200 156,600
<br /> Volume(gpd) 500 ggg GPD
<br /> ,
<br /> _
<br /> Medium Density (DU) 258 180 46,444 --
<br /> Diameter(in) High Density (DU) 0 170
<br /> 750 ggg GPD
<br /> Volume{gpd} , 33k J 26: 3° 4j'r8 0
<br /> f Parks (AC) 26.63 55 1,465 �r �s �sJ BaDso k �r82o_3r m" _
<br /> Volume r(in�1 110001000 GPD - rs(2r 2�k rsJ M 2k gz0; 62 -
<br /> 8J m
<br /> o a k 3678) 14.5 AC
<br /> (gp ) Schools Institutions (AC) 14.60 2455 3,577 11 1 "56k J
<br /> TOTAL AVERAGE DRY WEATHER FLOW (GPD) 208,082 rsk raJ
<br /> Diameter m � ri�^ s 2• ,r. -. •, _-
<br /> Volume(9Pd� 1, 5 Vgg g GPD
<br /> PD
<br /> TOTAL PEAK WET WEATHER FLOW (GPD) 593,236.11
<br /> Diameter inyJnn 000 GPD 25.97 AC
<br /> Volume(gpd)
<br /> '��la�r,s, rs 2 `��♦ I _� -
<br /> _
<br /> _�{pm, .. _�w,x.r c� ,x[rr
<br /> Collection Area CZ 135 k mru o+
<br /> OWN"
<br /> i.wwr no
<br /> Vlume{gpd} C ►ggg►ggg GPD
<br /> Land Use Sewer Average Dry
<br /> u
<br /> Number of Units
<br /> ❑ Use
<br /> Land ACRES
<br /> Flow Factor Weather Flow
<br /> Vvlume(gpd} > 2,000 000 GPD (GRD/DU OR AQ (GPD) --
<br /> Low Density (DU) 931 200 186,200 �a $� :s1 / ° '��s.BJ
<br /> e2 � TOWN CENTER
<br /> Pipe Diameter Capacity Medium DensityDU 602 180 108 360 ���as �L: ' ti �� X
<br /> [ BJ-8z�f_ �4�� °� 33.i AC COMMERCIAL
<br /> f1 High Density (DU) 0 170 - do r �ti ti ��'' 3ra1 •'
<br /> -:9 QQ 1 1 �` e° �- s �� � 5.56 AC
<br /> V - 213, 1 5 2 GPD Parks (AC) 37.02 55 2 036 ��f r� N
<br /> Commercial (AC) 0.00 590 - G+ e 52D5i
<br /> 10 - 326,582 GPD Schools Institutions (AC) 19.31 1 245 4,731
<br /> JT'6 . 0
<br /> o '� -
<br /> TOTAL AVERAGE DRY WEATHER FLOW (GPD) 301,327 93 �2yJ 8206 aa ADWF: 1,59 ,81 GPD
<br /> 5
<br /> 12 464,996 GPD TOTAL PEAK WET WEATHER FLOW (GPD) 784,7]3.93 198 �r ;6J�2 mry 82p, w� PWWF: 3,266,654 GPD
<br /> Cq
<br /> (Connects to Area A2)
<br /> i r
<br /> 15 - 69 g 5 3 5 GPD ��h�� '�r'�1 18 AC
<br /> � Collection Area B1 �o �
<br /> x �� Land Use Sewer Average Dry ti `J
<br /> r �� r2 r2r8
<br /> 18 - 1 923 g3g GPD Number of Units / ��a���` 4,86 AC
<br /> ► ► Land Use Flow Factor Weather FlowLO
<br /> �r
<br /> ACRES (GPD/DU OR ACS (GPD) 103 '9�sr�, LS-B2 Q
<br /> 21 '! - 2 982 577 GPD x
<br /> 'L I I Low Density (DU) 876 200 175,200 1 1 xm �^ x$QzK
<br /> o L�
<br /> �I Medium Density (DU) 1150 180 207,000
<br /> Land Use High Density (DU) 1562 170 265 540 ADWF. 1,333,801 GPD k
<br /> LS-A2
<br /> Parks (AC) 56.90 55 3,130 PWWF: 2,746,811 GPD
<br /> VI Low Density Residential Commercial (AC) 0.00 590 -
<br /> Schools Institutions (AC) 0.00 245 - 2sek2�J
<br /> EDU Medium Density Residential TOTAL AVERAGE DRY WEATHER FLAW (GPD) b50,870 23.97 AC 15.03 AC
<br /> TOTAL PEAK WET WEATHER FLOW (GPD) 1,424,966.02 .fi A
<br /> PREVIOUSLY REFERRED TO AS
<br /> E High Density Residential Collection Area B2 MAIN RIVER ISLANDS LIFT STATION
<br /> Land Use Sewer Average Dry
<br /> NI ACRES parkLand Use Number of Units /
<br /> Flow Factor Weather Flow
<br /> ACRES
<br /> (GPD/DU OR AC} (GPD) A26_
<br /> 2[r5}
<br /> LnI ACRESSchool Low Density (DU) 1091 200 218,200 Collection Area Collection Area Collection Area Collection Area Collection Area Collection Area 446k
<br /> � - Medium Density (DU) 789 180 142,020
<br /> Land Use C1 C2 61 B2 Al A2 Total
<br /> U, High Density (DU) 1641 170 278,970 (Units/Acres) (Units/Acres) (Units/Acres) (Units/Acres) (Units/Acres) (Units/Acres)
<br /> ACRES Commercial Parks (AC) 61.36 55 3,3751
<br /> Low Density (DU) 783 931 876 1091 1998 1512 7 191
<br /> Medium Density (DU) 258 602 1,150 789 723 114 3,636
<br /> N Commercial (AC) 55.96 590 33,016.4 ,
<br /> High Density (DU) - - 1,562 1641 312 668 4,183
<br /> Schools Institutions (AC) 30.00 245 7 350
<br /> o La kes Paries (AC) 26.63 37 57 61.36 88.03 71.85 342 Mossdaae~
<br /> n TOTAL AVERAGE DRY WEATHER FLOW (GPD) 682,931 Commercial (AC) - - - 55.96 - 202.41 258
<br /> TOTAL PEAK WET WEATHER FLOW (GPD) 1,483,841.17 Schools Institutions (AC) 14.60 19 1 30.00 64.00 1 34.10 162 San Joaquin County GIS/Planning,San Joaquin County Public Works, Bureau of Land Management,Esri,HERE,Garmin,IN ENT P,USGS,EPA,USDA
<br /> 16
<br /> 0
<br /> N
<br /> PRELIMINARY COLLECTION AREAS B1 1321 C1 & C2
<br /> � r
<br /> PHASE I I SEWER TECHNICAL REPORT
<br /> SEWER PEAK WET WEATHER FLOWS
<br /> 0 500 1,000 2,000
<br /> PACE Feet
<br /> Figure : 6-1.
<br /> AdVP"Vd Wo gel Enginrer+ng Date, Job Number:
<br /> 8/12/2020 B520
<br />
|