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'WATER':7'�bNIt,:TO: GOLDSBORb FstablisUd f 966 MUNIC:'A' GOLF COURSE
GOLDSBORO NORTH CAROLINA DRAWN BY: ESE REVISIONS
4/14/ft - MI r PAWN)". wn r Idw w w E-Agmw IF WWI or Sit.
COX—EDWARDS COMPANY, INC. 'C "0 CITY 0 F GOLDSBOP rn DATE: MAY 1999 0)w - AM 11M pop AMM P113M MCKFLM Pf&%Vf?ft,
L CONSTRUCTION & ENGINEERING
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1205 PARKWAY DRIVE TEL (9 19) 751-5100 —;vN:--�1:AND DITCH CROSS: �G SECTI
ON TTHORIZONTAL: 1"
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GOLDSBORO, NC 27534 FAX (919.) 751-1744
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BEGIN STATIONING FOR "- ..u": , t/1 �:
GOLF COURSE EFFLUENT o� I _
AT SENOEXTEND EXISTING 24" RCP- _ ' S1i fTi �r��^—� ,c`` '-- — - —
11 a U1„. �� APPROXIMATE LOCHIION OF �— T�
40 LF .l, ADD MITERED i Lj 1` POTABLE WATERLINE BASED —
�1 END STTRUCTURE (MATCH=�a, s ON SUNKEN DITCH LINE
EXOISi1hIG GRADE) o o
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f� JACK & WRE 35 LF OF
6101 ON `; "!i STEEL CARRIER PIPE —
G NOTE PROVIDE 2 *10 IN 1" CONDUIT W/ PULL BOX
' 12'� '• I EVERY 400' ALONG ENTIRE PIPE ROUTE FROM MCP N
DRIWA� t/ 1 REUSE PUMP STATION TO INSIDE EXISTING STATION.
PLACE PIPE IN TRENCH. MAKE USE OF EXISTING EMPTY
JI CONDUIT ALREADY INSTALLED FROM MCP TO EXISTING
VI®IG3 D Gih3 -- �' It ! , 190° BEND. CONNECT SIGNAL TO PUMP STATION.
A LL
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211
27678 — — — REVISIONS, T•
Ta!+M187&4 � CITY OF GOLDSBORO GOLDSBORO WWTP GOLF COURSE REUSE 8 G _F DRAWN DB
Far, majgle-@@4@ — 1 DESIGN SJ
y{yNtiypp�gyo 2_ 4. "ro CHECKED EG
NORTH CAROLiNA RECLAIMED WATER PROJECT SUPPLY PIPE PLAN 3 10_ O.C.
WATER RESOURCES DEPARTMENT AND CONSTRUCTED WETLANDS s.
" 't4�' MAXIMUM RANGE
PROPERTYE �L1 OF 308' IN DIAMETER 200,
IN VALVE
ICAT ION SCAM I, AR LVE OF SPRAY IRRIGATION
AND PAD TYPE E GUN- -
DETAIL -
REUSE REUSE
-f,4�1 IRRIGATION VALVE IRRIGATION
ATION STORAGE
�IVAIANK PUMP STATION
I,- tj 5 AND.PAO.TrE A
F .)C- IS AND PAD TYPE'A
DETAIL—, DETAIL
12' REUSE
TO GOLF COURSE
A 7. (ADDITIVE -ALTERNATE
MID ITEM ONLY)
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SOIL ZONE I m CLWJLAYIVK AM[CATION FATE 15
.ITN AN INSTANT APPLICATION RATE OF W
0,
SOIL ZONE 2 CLIM.I.A.111101 AMILATION RATE IS
VINNATCHED MITE
AREAS)
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VITIVE O-F 0 W511"NCHTZESPEERIMPERF
(3)
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RATE IS
SO3 CLFALAI]VE APPLICATION
LIMITED 70 11 3A INCVl&S PER YEAR
IWITH AN INSTANYAMEOUS APPLICAll-
t
STE OF 0.75 INCHU PER 1119L.
pawl
AND P40.1 ff
MIRING STARTED. EACH SPRAY HEAD PRESUME. PIVOT LIMITS.• "I SL
APPLICATION RATES LISTED ARE Fu Nam PERMIT CMITSOM .7 C LINE 1211
MAN -
FLOW I&AUND I MR SETT DO PILL BE SEl 70 COMPLY WITH A
PLqm 7 TON5 LISTED IN THE NCD%Q ATC.
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Zr SOLENIO-OPERATED AUTOMATIC CONTROL VALVE IFL41 DIMENSIONS SHOWN FOR LOCATION OF IRRIrA71DN
IRRIGATION GUNS ARE TYPICAL DIMENSIONS FOR EACH OlVe4
Ir nija Ipw VALVE )o
I r X IV CW_ REDUCER (n X R_L3 AND ]AD TYPE D..- - - ZONE. ESTABLISH GRID PER DIMENSIONS SMon.
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SPRAY FIELD SITE SMALL BE CLEARED OF ALL ABOVE GROUND
VEGETATION WITH R007S AND STUMPS OF ALL SPECIES LARGER
THAN NALF;IRCK DIAMETERREMOVED TO G' BELOW GRADE.
EXISTING SEMI-DECAYED
Uj
MATERIAL IS 70 BE SPREAD EVENLY
ACROSS THE SITE. VEGETATION MATERIAL CLEARED WAY BE
IV PIP MULCTED AND EVENLY DISTRIBUTED ACROSS TIE PRAY FIELD
E ALONG WITH ALL EXISTING SEMI -DECAYED MATERIAL IN ORDERS may,
RISERS TO PRODUCE A GOOD ORGANIC BASE FOR THE FUTURE CROP.
41
IRRIGATION VALVE &
PAD TYPE B DETAIL 2
SCALE N.T.S. -
CITY OF GOLDSBORO
NORTH CAROLINA
WATER RESOURCES DEPARTMENT
PROrECi
GOLDSBORO WWTP
RECLAIMED WATER PROJECT
AND CONSTRUCTED WETLANDS
10' PRE
RZERS
ipuuGxnoN VALVE &
PAD TYPE C DETA[Lo,-3",
SCALE, N.T.S.
1%
NOTES,
I. REFER TO SPECIFICATIONS FOR COLOR CODING AND IDENTIFICATION
REOulREmENT$ FOR PIPING.
2. CONTRACTOR TO ADJUST SPRAY NOZZLE RADIUS IN FIELD PER
MANUFACTURER'S RECOMMENDATIONS TO 08TAIN SPRAY PATTERN
SHOWN. SPRAY AREA IS NOT TO ENCROACH BEYOND 50 FEET
FROM EDGE OF EXISTING DRAINAGE CANALS.
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PAD TYPE D DETAII_r4_'�
SCALE: I.T.S. _-KE7
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NOV 14 2019
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IRRIGATION VALVE &
PAD TYPE rr DETAIL.1—s
SCALE:
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ORIGINAL APR. 2000 "RECORD DRAWINGSff JOB No.n.10,00.
REVISIONS. DRAWN a
SPRAYFIELD IRRIGATION I.CONFOR�g �/2001 IICORPORA71W, 7M= CINAKES MADE DES ION Ts
2.LS_-BUkl,TS. 2/200 DURING THE CONSTRUCTIONPRO= CHECKED __M
LAYOUT PLAN AND DETAILS 3- IlAsm ov DATA FuRmISHED By TNE D.C. gs
CONTRACTOR TO THE ENGINEER.
SHEET 17/35