|
6Aj4p ropb,�61,�ti ^ha
<br />It 1
<br />— -- — - J l
<br />6750
<br />INV OUT N)
<br />45.5 � ` �
<br />6745 L
<br />- - -- ;
<br />Hea
<br />6745 .,��' .' _ !d SLOP
<br />6146 , J ' 3.1 51D \ 4700\
<br />6147
<br />� � 1
<br />POND OUTL
<br />6748 - _
<br />4' -5 !all
<br />6748 , 6��
<br />( X
<br />PROCESSING STORMWATER POND
<br />1" =20 FT
<br />zw
<br />CHANNEL � ,
<br />INVERT
<br />V4�96 760
<br />0
<br />50
<br />WIDE EMER. OVERFLOW
<br />SPILLWAY W/ 40 S. Y. OF
<br />`RIP -RAP (4 " -6" IN SIZE)
<br />DIRECT INTO DITCH FLOW
<br />6149
<br />r FINAL CONSTRUCTION DIMENSIONS
<br />MAY BE CHANGED WITH ENGINEER'S
<br />APPROVAL. DESIGN VOLUME OF
<br />2600 C. F. (VIN) AT A DEPTH
<br />OF JO" TO BE MAINTAINED.
<br />4' -5' WIDE BERM
<br />40 L.F. OF
<br />1210 PVC PIPE
<br />i INV OUT =52.3
<br />10' WIDE EMER. OVERFLOW
<br />SPILLWAY W/ 40 S. Y. OF
<br />RIP -RAP (4 " -6" IN SIZE)
<br />DIRECT INTO DITCH FLOW
<br />J.-1 SIDE SLOPE (TYP)
<br />':'` " {' f $t, • TOP OF BERM
<br />56.5
<br />/ FINAL CONSTRUCTION DIMENSIONS
<br />SHOP STORMWATER POND MAY BE CHANGED WITH ENGINEER'
<br />APPROVAL. DESIGN VOLUME OF
<br />1 = z0 FT 8,500 C.F. (MIN) AT A DEPTH
<br />OF JO" TO BE MAINTAINED.
<br />1 i \
<br />I,
<br />/NSTALL 2 18 '� CMP PROPERTY START DITCCP-,
<br />24" 0 CMP JO" HT I - - LINES
<br />SHOWN AS CUT OUT o - AT ACCESS CROSSINGS 30' FROM EX.
<br />FOR CLARITY '� I AS NECESSARY DITCH
<br />12" 0 CMP co \
<br />40 L. F. (MIN) t �- �� 6760
<br />15"0 CUP
<br />w
<br />18 HT NOTED I l� �� • , . �7 - Ex. Ditch
<br />A
<br />PROVIDE 48x48 7x6" -
<br />CONC. BASE W/ 6 "x6" W.W.F.
<br />TO SET OUTLET ON
<br />', � � / 1. \ � HOUSE N
<br />PROVIDE WATER -TIGHT /„ \
<br />I
<br />L
<br />CONNECTION FOR t ,
<br />12" 0 CUP THRU WALLS
<br />I
<br />., PROVIDE 6 -2 1ID
<br />6" HT x 16 LONG CUTOUT IN HOLES AROUND 18" 0 PIPE
<br />BOTTOM OF 24" 0 CMP (J REQ O) W/ CENTER OF HOLE 1. '/' 01 t I
<br />i
<br />rn
<br />AT 7" ABOVE BOTTOM r o �' I
<br />18 "x12" WELDED
<br />TEE PROVIDE J -2 1ID HOLES - 0\77 -
<br />EX. GROUND
<br />SURFACE
<br />W/ CENTER OF HOLE AT
<br />4" ABOVE BOTTOM
<br />/, i' tric
<br />POND OUTLET DETAIL /, Elec Sign
<br />N.T•S.
<br />CARPORT _- ' � - X
<br />r r 1
<br />r
<br />r r i BARN —
<br />r,! r, if l _
<br />r r
<br />i EX. DITCH
<br />\
<br />DITCH A —A I I CORRAL
<br />MIN SLOPE 0.59 ML. R. B. X
<br />J.• 1 SLOPE
<br />TYPICAL
<br />PERMIT
<br />LIMIT
<br />' I
<br />,
<br />� II
<br />f� t
<br />' PRODUCT
<br />PROCESSING S
<br />AREA
<br />SCALE: 1" = 50' _
<br />PRIMARY --
<br />SETTLING
<br />! i
<br />POND I t 695`' S0= - ' 25' Of / 50'
<br />/
<br />Retaining CONTOUR INTERVAL 1 FOOT
<br />walt
<br />1, / / / - J , \ \
<br />1 /i / / / / , / /'/ Permit Number
<br />I \ 1 � \ \ \ \3 /// ,/ / / I START DITCH AT NORTH Class I7Permit m
<br />1118!7 0 g
<br />Concrete - - - - / / / END OF SHOP AREA & sectlon/Exbiblt _._.___._._._._._._._.
<br />\ \ \ \ \', •- // / // / ' /; ! 'I ! Class: l7 Revision ------- ._.---------------------
<br />i
<br />Pod >< EXTEND INTO POND �
<br />/// / / / / - Class. ReportO Hydro pGe --------------------- j \
<br />/// / / / SCO /e5 /
<br />l/ ripJ(�l!
<br />// �� ) �\ \�\ ' r� //� // / //� / � j / / - - -- - •• / / o pl —iiwtJ ( I o �y) o ona ❑ nfomement O Inspec4pn - - - - - - --
<br />_ --
<br />- -� \
<br />\\ _ � /l,r / �/ Wosh m7 Building
<br />L 01 �D —�' r ,r / / / f / Pod i I 9 •Office / / 2
<br />/ ` \\ , I I /i FUTURE
<br />74 / SHOP ItiG�
<br />AREA I dv w
<br />J� iii I /'
<br />WATER LEVEL 4 Retaining r\i
<br />/ .OT A RE
<br />AUGUST 1992 j ' (� / Il ,'a / Wolff A A I
<br />Conve y or I _ 1 !Fuel Tank // ' SHOP STORMWATER PCWD DRAW11N SET \
<br />(SEE DETAIL). TO BE I AS MINED \
<br />CONSTUCTED DURING I 8YCO40vaoLAw
<br />DESIGN & / — — DEVELOPMENT OF SHOr /
<br />« Shed , Control CONSTRUCTION ! \ / AREA PURPOSE A t�l �c.tK ✓SE
<br />POND CONTROLLED ; ii
<br />DISCHARGE /i / \ l \ / i i Panel ��■ BY OWNER
<br />//` ! BEGIN DITCH XTEND DITCH
<br />� �\ � / l I�',�� \ � DESIGN & J r ll � � J� 1 /E
<br />BY OWNER / / Pod ^ , I 1 / /
<br />CONSTRUCTION Concrete A TO EX. CUP
<br />i � �"_ -✓ � )� / / / � � / �, \ \ � Con eyors ' 1 /l � '
<br />_ \
<br />BEGIN DITCH AT SOUTHWEST
<br />PERMIT BOUNDARY A
<br />.
<br />&EXTEND
<br />PO L INTO POND
<br />\ II �� YIELD SlG FLINT SIGN \ \\
<br />[- _
<br />�r[p3 ,,/ `= - __ / // // % \' PRODUCT _6155 i III > A - -- / - - - - -- -- 0_ - - - - -- - - - - --
<br />-- STORAGE AREA /- -
<br />7:2 L7r --------- e-
<br />v gJA6 \ ��\ � 'r x - X Gote C 4 H d Gote - INSTALL 2 -18 "t CUP
<br />C / x�- x �-=< —� X Y--- -- X �\ \ PROPERTY DITCH TO BEGIN WES7� AT ACCESS CROSSINGS
<br />x —�--- - - -- �• \
<br />7" �. /1 \ \ `\ - - -- - -- - - - _ LINE `�,.._ OF NJ & �' IXIRRI G-TO t•' / - 11 AS NECESSARY
<br />PROCESSING I
<br />STORMWATER i �� \ \ \ \ \ \ - <_ _ - - - ( POND. MAINTAIN ALL l I NOTE.- SEE HYDROLOGY
<br />POND (SEE DETAIL) \ \ \ _ _) _ _ DITCHES WITHIN
<br />� � \ 17JNAlER.S�ROPERTY I I REPORT BY GOFF
<br />ENGINEERING FOR
<br />RUNOFF FLOWS.
<br />\ \ \
<br />- - =
<br />GOSNEY & SONS, INC.
<br />BA=LD -NO. s
<br />1
<br />r
<br />OUTLET
<br />�
<br />DETAIL
<br />GR9MM & DRAlVAGE
<br />1
<br />555 SOM CAW NO DEL NO
<br />P.a eox 97
<br />�Rr� Ga �t �� 61M2
<br />(MJ) -247 -1705
<br />a
<br />PREPARED 8Y: P2C
<br />CHECKED BY; B. DUFF
<br />V4�96 760
<br />0
<br />50
<br />WIDE EMER. OVERFLOW
<br />SPILLWAY W/ 40 S. Y. OF
<br />`RIP -RAP (4 " -6" IN SIZE)
<br />DIRECT INTO DITCH FLOW
<br />6149
<br />r FINAL CONSTRUCTION DIMENSIONS
<br />MAY BE CHANGED WITH ENGINEER'S
<br />APPROVAL. DESIGN VOLUME OF
<br />2600 C. F. (VIN) AT A DEPTH
<br />OF JO" TO BE MAINTAINED.
<br />4' -5' WIDE BERM
<br />40 L.F. OF
<br />1210 PVC PIPE
<br />i INV OUT =52.3
<br />10' WIDE EMER. OVERFLOW
<br />SPILLWAY W/ 40 S. Y. OF
<br />RIP -RAP (4 " -6" IN SIZE)
<br />DIRECT INTO DITCH FLOW
<br />J.-1 SIDE SLOPE (TYP)
<br />':'` " {' f $t, • TOP OF BERM
<br />56.5
<br />/ FINAL CONSTRUCTION DIMENSIONS
<br />SHOP STORMWATER POND MAY BE CHANGED WITH ENGINEER'
<br />APPROVAL. DESIGN VOLUME OF
<br />1 = z0 FT 8,500 C.F. (MIN) AT A DEPTH
<br />OF JO" TO BE MAINTAINED.
<br />1 i \
<br />I,
<br />/NSTALL 2 18 '� CMP PROPERTY START DITCCP-,
<br />24" 0 CMP JO" HT I - - LINES
<br />SHOWN AS CUT OUT o - AT ACCESS CROSSINGS 30' FROM EX.
<br />FOR CLARITY '� I AS NECESSARY DITCH
<br />12" 0 CMP co \
<br />40 L. F. (MIN) t �- �� 6760
<br />15"0 CUP
<br />w
<br />18 HT NOTED I l� �� • , . �7 - Ex. Ditch
<br />A
<br />PROVIDE 48x48 7x6" -
<br />CONC. BASE W/ 6 "x6" W.W.F.
<br />TO SET OUTLET ON
<br />', � � / 1. \ � HOUSE N
<br />PROVIDE WATER -TIGHT /„ \
<br />I
<br />L
<br />CONNECTION FOR t ,
<br />12" 0 CUP THRU WALLS
<br />I
<br />., PROVIDE 6 -2 1ID
<br />6" HT x 16 LONG CUTOUT IN HOLES AROUND 18" 0 PIPE
<br />BOTTOM OF 24" 0 CMP (J REQ O) W/ CENTER OF HOLE 1. '/' 01 t I
<br />i
<br />rn
<br />AT 7" ABOVE BOTTOM r o �' I
<br />18 "x12" WELDED
<br />TEE PROVIDE J -2 1ID HOLES - 0\77 -
<br />EX. GROUND
<br />SURFACE
<br />W/ CENTER OF HOLE AT
<br />4" ABOVE BOTTOM
<br />/, i' tric
<br />POND OUTLET DETAIL /, Elec Sign
<br />N.T•S.
<br />CARPORT _- ' � - X
<br />r r 1
<br />r
<br />r r i BARN —
<br />r,! r, if l _
<br />r r
<br />i EX. DITCH
<br />\
<br />DITCH A —A I I CORRAL
<br />MIN SLOPE 0.59 ML. R. B. X
<br />J.• 1 SLOPE
<br />TYPICAL
<br />PERMIT
<br />LIMIT
<br />' I
<br />,
<br />� II
<br />f� t
<br />' PRODUCT
<br />PROCESSING S
<br />AREA
<br />SCALE: 1" = 50' _
<br />PRIMARY --
<br />SETTLING
<br />! i
<br />POND I t 695`' S0= - ' 25' Of / 50'
<br />/
<br />Retaining CONTOUR INTERVAL 1 FOOT
<br />walt
<br />1, / / / - J , \ \
<br />1 /i / / / / , / /'/ Permit Number
<br />I \ 1 � \ \ \ \3 /// ,/ / / I START DITCH AT NORTH Class I7Permit m
<br />1118!7 0 g
<br />Concrete - - - - / / / END OF SHOP AREA & sectlon/Exbiblt _._.___._._._._._._._.
<br />\ \ \ \ \', •- // / // / ' /; ! 'I ! Class: l7 Revision ------- ._.---------------------
<br />i
<br />Pod >< EXTEND INTO POND �
<br />/// / / / / - Class. ReportO Hydro pGe --------------------- j \
<br />/// / / / SCO /e5 /
<br />l/ ripJ(�l!
<br />// �� ) �\ \�\ ' r� //� // / //� / � j / / - - -- - •• / / o pl —iiwtJ ( I o �y) o ona ❑ nfomement O Inspec4pn - - - - - - --
<br />_ --
<br />- -� \
<br />\\ _ � /l,r / �/ Wosh m7 Building
<br />L 01 �D —�' r ,r / / / f / Pod i I 9 •Office / / 2
<br />/ ` \\ , I I /i FUTURE
<br />74 / SHOP ItiG�
<br />AREA I dv w
<br />J� iii I /'
<br />WATER LEVEL 4 Retaining r\i
<br />/ .OT A RE
<br />AUGUST 1992 j ' (� / Il ,'a / Wolff A A I
<br />Conve y or I _ 1 !Fuel Tank // ' SHOP STORMWATER PCWD DRAW11N SET \
<br />(SEE DETAIL). TO BE I AS MINED \
<br />CONSTUCTED DURING I 8YCO40vaoLAw
<br />DESIGN & / — — DEVELOPMENT OF SHOr /
<br />« Shed , Control CONSTRUCTION ! \ / AREA PURPOSE A t�l �c.tK ✓SE
<br />POND CONTROLLED ; ii
<br />DISCHARGE /i / \ l \ / i i Panel ��■ BY OWNER
<br />//` ! BEGIN DITCH XTEND DITCH
<br />� �\ � / l I�',�� \ � DESIGN & J r ll � � J� 1 /E
<br />BY OWNER / / Pod ^ , I 1 / /
<br />CONSTRUCTION Concrete A TO EX. CUP
<br />i � �"_ -✓ � )� / / / � � / �, \ \ � Con eyors ' 1 /l � '
<br />_ \
<br />BEGIN DITCH AT SOUTHWEST
<br />PERMIT BOUNDARY A
<br />.
<br />&EXTEND
<br />PO L INTO POND
<br />\ II �� YIELD SlG FLINT SIGN \ \\
<br />[- _
<br />�r[p3 ,,/ `= - __ / // // % \' PRODUCT _6155 i III > A - -- / - - - - -- -- 0_ - - - - -- - - - - --
<br />-- STORAGE AREA /- -
<br />7:2 L7r --------- e-
<br />v gJA6 \ ��\ � 'r x - X Gote C 4 H d Gote - INSTALL 2 -18 "t CUP
<br />C / x�- x �-=< —� X Y--- -- X �\ \ PROPERTY DITCH TO BEGIN WES7� AT ACCESS CROSSINGS
<br />x —�--- - - -- �• \
<br />7" �. /1 \ \ `\ - - -- - -- - - - _ LINE `�,.._ OF NJ & �' IXIRRI G-TO t•' / - 11 AS NECESSARY
<br />PROCESSING I
<br />STORMWATER i �� \ \ \ \ \ \ - <_ _ - - - ( POND. MAINTAIN ALL l I NOTE.- SEE HYDROLOGY
<br />POND (SEE DETAIL) \ \ \ _ _) _ _ DITCHES WITHIN
<br />� � \ 17JNAlER.S�ROPERTY I I REPORT BY GOFF
<br />ENGINEERING FOR
<br />RUNOFF FLOWS.
<br />\ \ \
<br />- - =
<br />GOSNEY & SONS, INC.
<br />BA=LD -NO. s
<br />1
<br />PHASE I
<br />or
<br />�
<br />ENGINEERING & SURVEYING
<br />GR9MM & DRAlVAGE
<br />1
<br />555 SOM CAW NO DEL NO
<br />P.a eox 97
<br />�Rr� Ga �t �� 61M2
<br />(MJ) -247 -1705
<br />a
<br />PREPARED 8Y: P2C
<br />CHECKED BY; B. DUFF
<br />SCALE: 1' = 50 FT.
<br />DATE: OCT. 1, 1992
<br />111111[ 1111111! IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN
<br />0 0 0 1 1 3 5 9'
<br />
|