20010660 Ver 1_Site Plan_20010419

T MACON 1
_ AST FOR wo~AD ctTY ~ ~ 58 E, W ) _ T
~--TO . C • NWY i 1 C0 R~ - ~r eE~, N EX. MATER METER u.s. ,o _ , 96 - z .TER METER n
to e~w~r _ ~ 93 ~ 5, 26 W 'ti
89.12 580'3 EXISTING 43.200 GI ING 43 200 GPD WASTEWATER TREATMENT FACILITY =
92 5$ 127 , 23 , Q4 W "II CARTERET CAOUNTY I „ 58~ o RET CAOUNTY OPERATION PERMIT VI-08-96 8' cATE BLDwERs
N88° 19' 19 'W S85° 51' S8 W I eocuE souq - a a ~ ~
Tj ~ ~
"11 ~ \ /
II RATi Ail ¦ 7 ~ ~
VD. ~ ! 21 90` BENDS
ME4t EOAT EAST i01PT NACaN ~ T + ~ AnANTCC e~ACe I MAIN ELEC. - _ ' INTO Ba;(N ~ Y SERV. PANEI RAn RAn r
- ~i, EXISTING DISPOSAL FIELD AREA EXISTING DISPOSAL FIELD AREA I~ 140 Y, 3 PHASE 8' HiGH WOOD '
- CONTAINING 6044 LF OF CONTAINING 4514 LF OF ATLANTIC OCEAN CONVENTIONAL DRAIN LINE CONVENTIONAL DRAIN LINE ~ PROPOSED GENERATOR BUILDING BUFFER FENCE ~ PROPOSED 3" DIP
PR E CT TO BE ABANDONED AND TO BE ABANDONED AND Tl 4' X 4' H I ~ A80VE ~•ROUND POSED SLUDGE STORAGE - - I RATi AT! TO DE SECURED 4' HEADWORKS BOX FOR CHAMBER I ?EXIST ^
$I DESIGNAT k EADWORk ED AS GREEN AREA DESIGNATED AS GREEN AREA I SURFACE DA1P D1~ ING TO SURGE BASIN DACE DA1P DISPOSAL SYSTEM o'- e° SURGE
(SEE NOTESI (SEE NOTES) II fSEE DETAIL• SH. 1 E DETAIL, SH.3) STORAGE BUILDING--- I I RASIN :GR_QllNQ EL. T I - ! '~!l,_ u
VICINITY MAP ~ ' -i~ r~ 6' DIAMETER- F- --1 aaRIFiFJI FILTERS ~ aARtFIER _x
N.T.S. T1 CHLORINE CONTACT- ~ ~ - .~----'---~~-•~t='
PROPOSED SUPPLY - 3 PROPOSED 3" PVC 'OSED SUPPLY AND RETURN N CHAMBER _ ~ ar! e` RETURN N LI ES U Es
it FOR SURFACE DRIP It 121 3" SCH. 40 P SURFACE DRIP DISPOSAL SYSTEM SUPPLY LINE TD ME TEN SURGE CONiROI AND EXISTING a° PvC 3" SCH. 40 PVC SUPPLY LINES EX. DiSPQSAL FIELDS f ~ ~ FLOW SPUTTER BOX ELEvA11UN PLANT INFLUENT
T1 (2) 3" SCH. 40 P 3" SCH. 40 PVC RETURN LINES FLDw RECORDER- Ar! An J
APPROX. LOCAT]ON i EX. LIFT STATION I 121 EX. 6" PVC ! t'''~ ~ use EX. 6" PVC DOSING TANK METER ~ ~,T! T
TO wwTP waTER U NES T1 .R LINES ISEE SH. 3 FOR ! w PROPOSED ~ ' { ~--cavER GRArINt,
4 MOCIFICATIONS! ! '~""";'"'^'""I'^°~~'
APPROX. LOCATION ~ 1t DROP INLE1 W; SOMP PUMP ; ~ ~ a" ERA7t na! ~ ~ t-EXISTING SURGE Rd~.1N
EX. MH 3 fX Fk.\ it f~ ~ WATER ( i , T - - --STEP; W~ HANDRAIL ~
~AL- 6 " "Fw ? 11 /C f FR F Tl ' AND CONCRETE PAD FOR u~i -
BacXFLOw- ~ STEP BASE u'- o'
ti'F a~~C i WE L L s ~H~, ii WELL HOUSE FOR PREVENTOR -.-x-. I ; TAR LANDING VILLAS <tA1RS~
D 1 SPOSA Y c - ~ ' TAR L S STEM INSTALLATION CONSTRUCTION .,ET,UENi:F. ~ IRR1 f HOUR IRRIGATION AND POOL POTABLE ~ WOOdEN GATE PROPOSED 3" PVi ' 4 FVC Pi-ANT INFLUENT LINE
1. PRIOR TO ANY CONSTRUCTION ACT]V1TES. LOCATE EXIST LNG HOUSE ONLY MATER SUPPLY RETURN LiNES LINE ~
UTILITIES IN AREAS OF PROPOSED WORK. ~I . II 4" PVC PLANT PLAN VIEW r INFLUENT LINE.
2. INSTALL NEW WATER LINE AND PERFORM ALL WORK PEOUIRED EXACT LOCATION A ;T LOCATION AND LENGTHS (SUPPLY LINE TO
TO REPLACE THE EXISTING WATER LINE IN AREA OF PROPUJED T OF SUPP Y A 0[SPOSAL FIELDS. ~ F _ 1 L ND RE iUPPLY AND RETURN LINES }E~. DISPOSAL FIELDS T BE ABAN(iC~NED S U R G
IT TO 8E FIELD DETE f ~ i 3. PERFORM GRADING ACTIVITIES FOR CISPOSAL ~IE~L,~Si 4REA. _ E BAS IN CO NNECT 3E FiELD DET RM I O N E INED
I FOR RETURN l ONES 'PROX. 3" PIPE LENGTHS PROPOSED
b FH II APPROX. 3" PIP 4. VERIFY LOCATION OF EXISTING DISPOSAL LINES 1N AReA OF , ' ~ ~ ~ PROPOSED SUPPLY AND RETURN LINE(S) TRENCH LOCATION. 1 NOT 1N SERVICE T SUPPLY LINE 1 4' X 4' HEADWORKS BOX FOR _ _
DISPOSAL S'~S~EM SUCH ':HA? JN~~ MAKE ADJUSTMENTS TO EXISTING ~ 1 RETURN LINE 1 THE DISPOSAL FIELD WEST OF ENTRANCE DRIVE IS DOSED iF A ~ 1 ~ 1PPLY LINE 1 1021 FT. SURFACE DRIP D15RUSAL SYSTEM PROPOSED RETURN LINE`. ARE ~ :TURN LINE 1 1047 FT. CONTAINING: TO GO TC SURGE BASiN AF1ER
1 li SUPPLV LINE CONFLICT EXISTS. + 1PPLV LINE 2 1121 FT. (2) VORTEX FILTERS ROADWORKS BOk
T ~ it RETURN LINE 2 5. EXCAVATE TRENCH FOR SUPPLV AND RETURN LINES. I I - :TURN LINE 2 1224 FT. I2) MANUAL FILTER FLUSH VALVES I2) MANUAL FiELD FLUSH vaLVES
ISEE DETAIL. SH.31 j _-_J
6. INSTALL SURFACE DRIP DISPCSA ~ ~ ~ i 1 EX. 6" WL ~ r - ~ 1 L LINES ANu APPLRT,-~VAN~.E' . i ~ I T
I ~ r r/~ i~ 1. INSTALL PORTION OF SUPPLY AND RETURN LINES BE'WE~ ~'~i M 1 r ~ ~ ~~/t r HEADWORKS AND DISPOSAL FIELDS. T ~ r.-~.•-~i-
APPROX. LOCAT101 EXIS TIN G WA STEWAT ER T BEAT MENT P LANT ROX. LOCATION
8. INSTALL SYSTEM HEADWORK,,. ~ vX.FH ~ - = ~ FORMER PUMP HOU MER PUMP HOUSE W/ PR P 0 OS ED M ODIF ICAT N IO S ENLAR
i ~~i T AND EX. WELL usl 9. INSTALL PORTION OF RETURN LINES FROM .7 STEM HEAD'N~JRPS ~ 1 1 i,r, FOR IRRIGATION EX. w L G E D V I E L USED EW IRRIGATION r -
SURGE BASIN. ~T r~T ix ~ x j S~~1LC : I' - Win; .U
10. INSTALL PORTION OF SUPPLY LINES FROM D~C~iNG TANK ~~~•TE~~ HEADwORKS. ~ ~ ~ ml t`~< NOTE: NEW WORK DENOTED WITH 6OXED TEXT. NEW WORK S!-+ALL Al`~Il ~NI-~'ipE WnRK
i ~ :i REQUIRED TO UPGRADE ALL EXPOSED PVC WASTE PIPING ~!;v THE WA;TEwaTER
11. REMOVE EXISTING PUMPING S~-STEM AND IN~TAL~_ NEw FUMPS AND !x' ~ f1 CONTROLS. ` r ~ t TREATMENT P( ANT OF 3 INCH `~!7E OR LARGER TO Di~'TitE IRON ~1~iNG.
r~ if is (PUMPING SYSTEM REPLACEMENT ACTIVITIES SHUU~_D BE PLRFOPMEG I i
DURING A PERIOD OF EXPECTED LOW FLOWS' I T
~ I EX. WELL SEE SHEETS 2-4 FOR SYSTEM INSTALLATION DETAILS. ~ ~ NOT ]N SERVICE.
'r T Er. 6" '~EPviC Ex. 6 SERVICE ~ S] 1E L'ATA:
i ~ I
E X MH ~ , ~ ~ RIM EL. = 7.37 1 ~ ~L000 ZONE: 1oNE aE, EL. 7 ct0o YR. FLOOD)
1 FLOWLINE = 3.59 , i N/F ZONE X 1500 YR. FLOOD? LONE VF, FL.17 (100 YR, Ft00D)
N/F i t + CAR LANDING V~L1A5 REF: FfRlcr ;.Tlr PANEL N0. 70 0 3 .044 .002 E tREV. 11/961
~ - ~ ~ l 1 ~ A rcA~E AT rt!c BEACH ~ o ~UfABLE W4fER SOURCE: [OWN OF aILANiIC BF_ACH
C'ONOJM~N~LIMS ~ i ~ II i ° w ° t I i N W 1
N (r. i I ~ J u, p I 1
i i ~ - r - GNERAL NOTES: i-
N ~ I ' i ~ coNSrRu i CUNSTRUCTON NOTES: ' I APPROXIMATE LOCATION OF EXISTING 3" WATER LINE ANU APP HT
EX. WELL USED J 1 i ~ I APPROXIMATE LOCAT N~ F C ~ U ENANCES, f0 _ 0 EXITING SEWER COLLECTIONS SYSTEM
FOR IRRIGATION i i 1 1. ALL i 1 , OF ALL UTILITIES SHOWN ARE TO BE LOCATED BEFORE INSTALLATION ~ COMPONENTS, AND EXISTING SEWER SYSTEM 1NF RMAT OF NEW DISPOSAL SYSTEM COMPONENTS AND RELOCATED iF ~ ~ 0 [ON FROM DRAWING
INSTALL ~ ;i ~ i NEC EN ITLEO "A PLACE AT 1HE BEACH -SANITARY SEWER SERVICES AND WATER NECESSARY BY THE CONTRACTOR. IN ADDITION, UTILITIES NOT - ,
SHO 3 X3° ~ + ~ OF SHOWN TEL CTR TV T I SUPPLY EXPAN,ION. PHASE III AND IV" DATED JAN. 20. 19?8, PR P E IC, CABLE E C 1 THAT ARE LOCATED iN AREAS E ARED OF THE PROPOSED SYSTEM COMPONENTS ARE r0 8E LOCATED AND B'f JOHN P. SIMKO aND ASSOCIATES Of MYRTLE BEACH. S.C..
TAPPING TEE I t01 ~ ' REL T~ ~ ANC VALVE ~ 1 RELOCATED IF NECESSARY. I ~ A PH T P OX1aM E ~OCATION OF EXISTING 6" WATER LINE AND APPURTENANr_ES
~ W1 ~ T ' IRR 1. IRRIGATION SYSTEM COMPONENTS WHIcH ARE LOCATED IN THE AREA FRnM DRAW1Nf, ENTITLED "WATER SYSTEM CONNECTION TO ATLANTiC, BEACH
T E ~ INS ALL OF \ I m I 3" 3 RELY OF THE PROPOSED SYSTEM COMPONENTS ARE TO BE LOCATED AND S~tSIEM FOR SOUTHW[NDS° DATED NOVEMBER, 1984, PREPARED Br McUAVID RELOCATED OR REMOVED AS NECESSARY BY THE CONTRACTOR, I ASSOCIATES, INC. OF GOLOS80R0, N.C..
-J Ez.FH i ~ I TAPPING TEE POR PORTION OF [RRRIGAT[ON SYSTEM LOCATED 1N AREA OF PROPOSED ~
~ - 1 aND vALVE DISI i DISPOSAL FiELD IS TO BE REMOVED. ~ 3• LOCATION AND INFORMATION F R ~ 0 EXISTING SEWER MANHOLES 1 AND 2 FROM FIELD >URVEY PERFORMED BY STROUD ENGINEERING, P. A..
i i 3. WATT i 1N,TALL 3" PVC Sl1Pl 3. WATER SYSTEM MODIFICATION ANO SEWAGE DISPOSAL SYSTEM Sl1PPLY LiNE INSTALLATION DETAIL DRAWINGS ARE PROVIDF6 14. EXISTING WASTEWATER TREATMENT PLANT [NFORMATI
~ WATER LINE EX. MH 1 IN IN TECHNICAL SPECIFICATIONS ENTITLED TEc,HNICAI ON FROM DRAWING ~ ENTIT'~ED 'SEWAGE TREATMENT PLANT UPGRADE" DATED MARCH Z. 1995,
/ RIM EL. = 9.76 SPEi T 1 FLOWLINE = 4.89 DISI SPEC if [CATIONS. SOUTHWiNDS CONDOMINIUMS- WASTEWATER PREPARED BY STRODU ENGIN R DiSPQSAL SYSTEM REPLACEMENT ~ EE ING, P. A..
i t 4"INV EL.= 6.88 4. GROUNDWATER MONITORING WELL DETAIL iS PROVIDED IN TECHNICAL TOPOGRAPHIC INFORMATION FOR PROPOSED DISPOSAL FiELD AREA FROM
PROPOSEC SURFACE DRIP 4. GROI DISPOSAL FIELC NO. 1 AREA i 1 SPEI SPECIFICATIONS ENTITLED TECHNICAL SPEC IFICAT[ONS, SOUTHWINDS ~ SURVEY PERFORMED AY STROl1D ENGINEERING. P.A..
'.SEE DETAILS, SH.2~ 1 CUNT Ex. WELL CONDOMINIUMS- WASTEWATER DISPOSAL SYSTEM REPLACEMENT". 6. APPROXIMATE SIZE AN
xT / NOT IN SERVICE - 6.` SERVICE D LOCATIONS OF BUILDINGS TAKEN FROM CARTE RET COUNTY TAX MAP.
APPPUXIMATE LUCAiION OF PROPOSED i GROUNDWATEP MONITORING WELL NO. 1 - - APPROXIMATE LOCATION OF DRIVES AND PARKINf, AREAS DRAWN FROM
!DO FT. FROM DISPOSAL FIELD NO. 1 ~ -L SER ~ { VICE INFORMATION TAKEN DURING F]ELD OBSERVATION AND MEASUP,EMENTS.
_ - !~UT AND CAP EX. AND CAP EX. 3" WATER LINE d. DESIGNATED GREEN AREAS ARE ESTABLISHED AND HA'
4ND INSTALL PERK BEYOND SERVICE i INSTALL PERMANENT BLOW OFF S ~L BE MAINTAINED IN ACCORDANCE WITH REGULATION 15A NCAC 2H .0404 (ql (11, 'ONO SERVICE LOCATION FOR i
CUT ANC CAP EX. 3" ~ 4" Pool HousF BUILDING A AND I LDING A AND POOL HOUSE. ~ y. SOIL BORINGS TO EVALUATE THE PR P
WATER LINE ANO INSTALL ~ SEMER SERVICE NOTE PEPMANENT BLOW OFF BEYOND 0 OSED DRIP DISPOSAL FIELD AREA WERE TAKEN AT (1BSERVATION WELLS COW) 1-6 AND PUMPING wEL{_ ~PW~ i ~E
SERVICE LOCATION FOR EX. SEWER SERVI~ LOC4T[UNS. SEWER SERVICE FOR POOL HOUSE
Bull D[Nr, MAY NEED TO BE I i5 TO CONSULT W N ED TO BE RELOCATED. CONTRACTOR - TO CONSULT WITH ENGINEER AFTER
~ ~ ~.~)CATING EXIST [I ATING EXISTING SERVICE,
~ POOL PORTION OF WATER LINE (N AP A
E OF PROPOSE" DISPOSAL FIELC ~ - APPROXIMATE IOC+ ROXiMATE LOCATION OF PROPOSED
TCi BE ABANDONED IN PLACE. _ ;ROUNDWATER MON UNDWATER MONITORING WELL N0. 3 REVISION
i00 FT. FROM D[ FT. FROMD[SPOSAL FIELD NO. 1 ~ No. Bi DATE DESCRIPTION
i KPG 2!7.6/W DIYO REVIEW
2 XFG 3/72/01 ~AIlA APP,
L PROPOSED SURFACE DRIP
DISPOSAL FIELD NO. ? AREA (SEE DETAILS. SH. 2i LEGEND:
APPRriX. APPROXIMATELr EXISTIN,'~ CONDITIONS MOGIF ICAT• N P A
~ PRIMARY DUNE AREA EL. ELEVATION lLl L N EX. EXISTING
FH FiRE HYDRANT
iNV. INVFPT MH MANHOLE - WASTEWATER DI PO
APPROXIMATE LOCA110N OF PROPDSEU N.T.S. NOT TO SCALE S SAL SYSTEM REPLACEMENT -
?sr U NE pF Siggl GROUNDWATER MONITORING WELL N0. 2 ow oesERVArION WELL AT A T r; OE OVERHEAD ELECTRIC L N l . BEACH. CAP,TERET COUN1 Y, NORTH CAROLINA
E vECET4TI0iy 115 FT. FROM DISPOSAL FIELD N0. 2 PVC POLYVINYL CHLORIDE ,
Pw PUMPING WELL CLIENT SOUTHWINDS CONDOMINIUMS HOA DIiJSIGNED~ UE UNDERGROUND ELECTRIC c!o lOl_T(7N CARAWAN
NOTES: 1. ALTERATIONS TO EXISTING TOPOGRAPHY IN AREA OF RDC WL WATER LINE
PROPOSED DISPOSAL. FIELDS ARF SHOWN ON SH. 2. AnI)RESS O. BOx 818 DRAWN
c. DISPOSAL FIELD RHEAS SHALL BE DESIGNATED GREEN RHEAS. ~p ~ GAIL ley A1~ANi[i BEACH N.C. r851c KPG
I SFF GFNFRei NnTF ; +
~ t 11 Li. ALL ;•'~tiSSrp PHONE -`47-2318
w d RDC •
60 30 0 60 120 MEAN HIGH WATER :a SEAL * STROUD ENGIN APPROVED: * , S EERING, P.A.
SHEET 1 OF 4 503.68 13343 RDC tQ 151A HIGHWAY 24
PROJECT * PM 626-1-1 S84°24' F f~ HEAD CITY, N.C. 28557 DATE ' 7
SC „ is,~E DESIGN SCALE: FILE 626\626_1_1\626_1_1 din 7. ,y i25) 479 tiq ~4 ~ E ~~,V 8/30/00
ATLANTIC OCEAN D, c , 3 UD i~~~nnaaµ~ - _ SCALE 10 ' ONALD D:
PHER .E. " = 60'

- , , : _ , .
P x , ~ ,F cr,
. ~ .r

a. $ ~iiN. z
SUPPLY MANIFOLD 1 r~-
z 3 4 S 6 i!! 2" SCH. 40 PVC D SPOSAL FIELD NO. 1
„ 3 SCH. 40 PVC RETURN LINES AIR VACUUM RELIEF VALVE LENGTH = 50 FT.
NOT PA R INSTALL AT HIGH POINT OF I i L1N N T TA L NGTH (FT.) MANIFOLD (SEE GEOFLOW DETAIL
DRAWING N0. 522 IN TECHNICAL I i 1 7
. AUTHORIZED PERSOh~IEG ONi.Y t SPECIFICATIONS) I ~ 2 87 I I 2 SPACING, TYP. 3 87
~ 4 87
. 4 P Y 3 SCH 0 PVC SU PL LINES 5 87
AREA CONTAINS WASTEWATER ~ I 6 67 ' ~ 7 7
EFFLUENT DRIP IRRIGATION 8 87
DISPOSAL FIELDS ~ ~ 9 87 i I
PERMITTED UNDER NCDENR- DWO i I 10 157 i 8 I 11 153
NON-DISCHARGE PERMIT 88N ~ 12 49
12" M1N. NUMBER W00018992 i 88,;„", 13 14
FOR INFO. CONTACT LIMIT OF DISPOSAL AREA g n , 14 1 1
PROPERTY MANAGER 8g~ ' 15 137 I 8$~ i 16 13 I 8 ~ u
AT 247-2318. 88~;~^ i 17 1
FOR EMERGENCY CONTACT I g g P F^ I 18 ----125_
' SYSTEM OPERATOR 0 8~m^~ ~ 19 121 ~88888088~„
AT 247-9167. ~ ~ . ~ LOCKSL IP ELBOW AT BENDS, TYP. 20.~ 117_ ~ ° ° ° ° ° ° ° m i ( SEE GEOFLOW DETAIL DRAWING 113
I i N0. 502LS IN TECHNICAL 2 109 -
~ ~ SPECIFICATIONS) 23 1 5
2 4 1 Q 1 I 25 97 -4•r.-oo------------
v I 41.00 1
,r POSTED BY 3 X 2 REDUCER ~ 46.0o TOTAL 2815
SOUTHWINDS HOMEOWNERS ASSOCIATION I I 49.00
I 50.00 ~ I 52.00
. 3 GATE VALVE y~ ; , ~ ~ 54.00
IN AL - . • I 56,00
PROPOSED CONCRETE N.T.S. RETAINING WALL ' se. i ~ 60.00 _
- •f---- ~1---- 5 I GN NOTES TOP EL. - 13.0 ; , I I 62,00
~ I-' ' 64,00
I.~~ Ip t. SIGNS SHALL. BE POSTED AT EVERY CORNER u AND EVERY 50 FEET BETWEEN CORNERS OF ~ORNER ' 2S OF I s6.ao
I ~ ~ ? DIPOSAL FIELDS. f i 6e.oo _ - - to.oo ~ I
t~ I ~ , I
I, ,I 2. SIGNS SHALL BE MADE OF WEATHERPROOF ZOOF A I R VACUUM RELIEF VALVE I ~z.oo INSTALL AT HIGH POINT OF
I MATERIAL. I MANIFOLD (SEE GEOFLOW DETAIL , 3 4 5 6 7! 9
rI i , , ~ i , i; ~ I DRAWING NO. 522 IN TECHNICAL
I. I ~ ~ I SPECIFICATIONS) , Y 3 1 5 6 T t 9 ~ , RETURN MANIFOLD 1
~ I SUPPLY MANIFOLD ? SCH. 4Q PVC
DISPOSAL FIELD N0. 1 ,I , I i 2" SCH. 40 PVC LENGTH A )LINES 1-9) = 90 FT.
~ , _ ' } I DISPOSAL AREA = 5630 SF LENGTH = 64 FT. 1_ENGTH B (LINES 10-25) = 3~ FT. ~ ~ TOTAL LENGTH _ 123 FT.
'.rl'-° N0. OF DRIP LINES = 25 r ~
_ r r`~1~ ' ~ - ~ „ LINE SPACING - 2 FT. ~ ~ A R I i AIR V CUUM EL1EF VALVE
' ;I, ~ I 2 X 3 _ LENGTH F GRIP L NE5 -VARIES (SEE ENLARGED VIE' RGED VIEW) I ~ INSTAl1 AT HIGH POINT OF
_ ENLARGER _ ~ ~ TOTAL LENGTH OF DRIP LINE - 2815 FT. ' MANIFOLD (SEE GEOFLOW DETAIL
I __~___r__t____~__._~__ EMITTER SPACING = 1 FT. I DRAWING N0. 522 IN TECHNICAL ~ ~ SPECIFICATIONS)
' I` ' 1~ TOTAL EMITTERS = 2815 . I i I I
_ I' ~ I I i I I
~ ~ 1 ~ ' 2 i
1 I I ~ I NOTES:
.i ~ Sri S~'.'a i~:~ ~ ~ ~ ~ ' w ~
5i~~~p K~ .?p - - ' - - ~ f . I ' 1. SEE SPECIFICATIONS PROVIDED BY GEOFLOW. INC. FOk SYSTEM COMPONENT UEiA1LS ANU SYSTEM
~ 13 I ' INSTALLATION INFORMATION.
"V ~ 'i' ~ ~ ; - ~ ~ ~ 1'~' ~ GENERAL NOTES. I ~ I ~
_ ;F}k. ~ r ~ ? 2. CONSULT PRO©UCTtS) MANUFACTURER OR SUPPLIER ~ ' FOR ADDIT{ONAL INSTALLATION INFORMATION.
- . ' ~ + ~ ` ~ 1. AFTER INSTALLATION OF S ~ ; tS~QSAI. , QSAL 8 ~ ~ :i ~
r., ' , v 1, ~ ~ I ~ ~ ~ ~ . v ~ t, ~ FlELO~ PLANT AMERICAN 5 iGS • ~ ~ ' ~ t N R1P AT T. SPACING. ' i ~ i. AFTER S'vSTEM START UP, VERIFY DRIP FIELD PRESSURE
, r ~ BETWI:E D L 1 NE S 2 F ~ ~ .~I 1~ r ~ I M ' I 125 PSI DESIGN) AT THE AIR VACUUM BREAKERS. I I
' ` ~ 3~ NY S CURITY FENCING AROUND t I ~ I' n 2. 1NSTAt, ~ t.QN ROPE E I I AROUND I
~ ~ ~ ~ : 3 ATE VALVE '~I ~ , t DISPOS FIELD(5~1~ EXACT LOCATION TO BE E I I
` `I I ' ' DETERMINED BY HOMEOWNERS ASSOCIATION. ROPE w , ~ , , ; ~ ~ , ~ ~ ~ I ; ~ FENCE TO BE SECURED BY 4 )E 4 WOODEN POSTS AT ROPE ~ OSTS AT ~ , wasTEFLOW PC DRIPL[NE
a`~' ' ` 'I ~ ~ 'f ~ ~ ~ I' 2`~ EDU ER 6 FT. SPACING. POSTS SHALL BE 3 FT. HIGH AND GH AND ? I MODEL N0. WFPC 16-4-12
r ~ . ; ~ .I ~ ~ I~ I 3 C N I .,~,t, , , INSTALLED 2 FT. DEEP. NO TRESPASSING SIGNS SIGNS ' ' 16 MM DIAMETER t ~
~ ,I ~ „ I, ~ ~ ~ SHALL BE POSTED AT LOCATIONS V1SI9tE TO THE ~I I~ ' PUBLIC tSEE SIGN DETAIL. AND NOTES). THE r , 1.02 GPH EMITTER FLOW RATE I i )PROVIDED BY GEOFLOW, [NC.)
' r I ~ I I I ~ y s, I I ~ ~ ' I ~ DISPUSAL FIELD N0. 1 I I
/ I I y ~~1 , (1'
{ ~ ~ I~ rl ~ I~ 1 ~I ~ ~ LINE NO. TOTAL LENGTH (FT.) I I
~ I r I I I 1-32 88 I i
I~r . I~ r R.. I ~ ,
, ~ . ` tr I F i I ' TOTAL 2816 I i
I, 1 ~ r i ~ 1 ~ ' I I i I i
. ' ~ 1 I i ~ ~
1 i ~ I A[R VACUUM RELIEF VALVE
V i ! t ~ i INSTALL AT HIGH POINT OF
. ~ ~ - f DRIP LINES SHALL MAINTAIN ~ ~ ~ MANIFOLD (SEE GEOFLOW DETAIL
~ i A 25 FT. SETBACK FROM PJOL AREA •I ' I F TT ~ R DRAWING N0. 522 IN TECHN(CAl- RETURN MANIFOLD 2 USE LOCKSLIP 1 1Nt~5 FO SPECIFICATIONS)
x x x~ ? ' ~ 2 SCH. 40 PVC MANIFOLD CONNECTIONS, TYP.
I W LENGTH = 64 FT. t2) PER DRIP L[NE (SEE GEOFLOW DETAIL DRAWING N0. 505A AND
14 653 IN TECHNICAL SPECIFICATIONS)
J'""'""' ' _ - n - < u
. 2 X
' - - _ ENLARGER- J 25 IN. F R P SPOSA LIN S (ENLARG V W) RACE D I DI L ED IE SU
N.T.S.
-AMERICAN BEACHGRASS SPRIG. TYP. tSEE GENERAL NOTES)
DISPOSAL FIELD N0. 2
REVISIONS
A AREA = 5632 SF DISPOS L hb. 8i" DATE DIESCR1PltAY
N0. OF DRIP LINES = 32 ~ x~c var~a owo ~viEw
SPA IN = 2 FT. LINE C G F
LENGTH OF DRIP LINES = 88 FT. x x x, ~ ~ ~ ~ F TOTAL LENGTH QF DRIP LINE = 2816 FT.
Y ,fix ~v,x r EMITTER SPACING - 1 FT. ~ d
TT R - 2816 ~ ~ ~k~ x TOTAL EMI E S x ; y'", ~ 6 LEGEND:
' f` ~ e~. ~.i ~ ~ ~ ~ n~,
e'.~S ~ T r , a Kam` K . : ,x7, SURFACE DRIP WASTEWATER DISPOSAL f~IELD LAYOUT AND DETAILS FT. FEET SURFACE DRIP DISPOSAL DESIGN NOTES. GPD GALLONS PER DAY
•t v ~ ~ Kv~/ i ~t, SUP1 w ~ t k ,.,y ~x h~ ~ `X ~ GPH GALLONS PER HOUR
~ . DAI DAILY DESIGN FLOW = 45?000 GPD PVC POLYVINYL CHLORIDE
NOTE . = F SF SQUARE FEET _ _ LOADING RATE 4 GPD/S WASTEWATER DISPOSAL SYSTEM REPLACEMENT
. LOp , ~ DI TYP. TYPICAL DISPOSAL AREA REQ D = 11,250 SF
EXISTING UTILITIES IN DISPOSAL FIELD ~ ORIP~t~INE DI~ ~ ATLANTIC BEACH. CARTERET COUNTY, NORTH CAROLINA DISPOSAL AREA PROV D = 11,262 SF
. r~: - AREA ARE NOT SHOWN FOR CLARITY. 16" STAINLESS SAND . ESIGNED~ EXISTING ELEVATION CONTOUR CLIENT SOUTHWINDS CONDOMINIUMS HOA
, t TOT p;~~, STEEL SOD STAKES T TAL LENGTH OF DRIP LINE = 5631 FT. c/o COLTON CARAWAN ROC 0
w,., ~ EM I f 4 FT. SPACING) - 12 _ PROPOSED ELEVATION CONTOUR EMITTER SPACING 1 FT. DRAWN
TOT fir'-. ~ ~ ~ Ff~T M TT = 5631 ADDRESS P. o. Box e ~ e TOTAL E I ERS .,,~.:x..:. KPG
Ff~TTTFR Ff f1WR~TF = 1 (;PN , , ATLANTIC BEACH, N C 28512
4 t' ..Af PHONE: [phone] f dC APRVD5 x g STROUD ENGINEERING, P.A.
t:
I DETAIL INSTALLATION 20 lfO O 20 40. RQ----- # 161A HIGHWAY 24
HEAD CITY, N.C. 28557 DATE:
Ii$T tlF 4 N. T. S. S f 2) 47. 47 $/304, IF5111;1
NOTE: DRIP LINE IS TO BE HAND INSTALLED IN ACCORDANCE L :PRT P sQa-- SCALE 1 = 20 NCE ALE
V~~t FILE WITH INSTALLATION DETAIL. ~ ti ~2~~~Z8-~.•~~t~2~~~~1. n Y
YF } 4 _Y RONALD D. CULL HER t

- _
. "i` ;,p. is r-~ ~ ~ , A. ~ ,;',J',. S,: v t' `k • , . ,.s { ~ l~1..y i . ~ o ~
,~n•, N. rat. r.a. ;,.,av ,d , ; y~y~, . a, , _ . - _ ~ v, e y,n~.»d. ,X'~... aR, ~ ~r .w r:, _ . , y~ ~ r ~t - r, :~r ~ ~SC•: ~ ? r~. , vt ~ , - w r, !
1 • II • ~ r. -r#~ „
r , . ~ a ~ , , h f rr~
. ~ . , # . ~ -s
Y ~ ' + ~ i.
~ ' ~ 'y
_ . . ~ ~ ~~in ~ ~ ' ~ C - ~ ~ ,.r . - 9. ;
1 ''s ~ 5
, , r. ~ VC ICE I~RN L,I N r. , . , j r.~, ,
3 SCH. ~:~~a,; - ~ ~ * < , N ~ - ~A
t~ i ~ rr.6
r~ 4 - r~>- r

~ • , , SCH. 40 PVC. SUPPIY LINES a
~ ~
, xN;
Y' .
' .s F ~r.'' ~ - - fl{ M1/
o`A r J • O -
~~,~r8~ ~ . - ~ "^k .a . STA. 2 19 2 STA. O~O.Ot) LAMA SETBACK
i '~F EflGE Of EX. ASPHALT DRIVE EXISTING EL. 17,a~
y° ~ EDGE OF EX . ASPHALT DRIVE • r . EL. = 8.00 PROPOSED EL. = 14.38 z

, a
_
r,
f, 4
PROPQSEQ CflNCRE?E ~ ~ _
t'~~' r y~` . t t RETAINING WALL
b , ~ TtII~ .EL • 13. , ~ f ~ ~ ~ 20 ___T _ _ ; _ - r T--- ~ ~ ~ ~
~ its - ; 1 ~ ~ I ~ ' ~ ~
, ysrp,.~ . I i f ~ ` i ~ i ~ i ~ I ~ ~ ~ 'ifi _
r ~ ~ DISPOSAL FIELD N0. 1 y~, i ~ ~ ~ I
. ' ' t ~Y~~ f ~ ~ + AREA - 5630 SF ~ i f i ~ F ~ I ~i
' ~ . ~ D I SPOSAL n t r ~ t~ , ti i _ _ - ~ ~ _
4 ~ 5,; r , - Np. OF DRIP L i NE S = 25 ~ - ~ _ _ ---t--- - - _ 1._~.___ - ~ - - ~ ~ 20 ~ ~ ~ i ~ 1 ~ ~ t ~ ~ ~4
--.zt - r , ~ ~ ~ , 2 F T . ~ ;f' LINE SPACING i e + ~ i t~ I ~ _ _
- r ~ LENGTH OF DRIP LINES =VARIES
~ ~ ~ ~ ~ ~ TOTAL LENGTH QF DRIP LINE - 2815 F'T. ` ~r t ? ~ = 1 FAT. ' ti i ~ ~ ~
_ ~ w, EMITTER SPACING r i ~ ' ~ S _ - ' _ --a ` _ -
~ ~ ~ ~ ~ - TAL~. MI1'TERS = 2.815 _ . . ~ r ~ c TO E 20 i ~ ~ ~ ~
• - - EX. DUNE GRADE: ~ ~ ~ i ~ ~ ~ ~ ~ ~ , I
~ir~lw r~r ~ ~ ~ r r9 ~ ~ - - - - - _ ~ i ~ ' _ _ _ _ a - . ` ~
~ I~ rf+'rl i ~ ~ ~ ti ; ~ ~ ~
~t~f r ~ ~ - i r ! ~ - - - -
r r i , ~ ; r - 18 t
~ ~ _ , i i ~ ! ~ i ; ~ ~ I ~ ~ _
~ ~ l ~ I t I ! - - ~ _r. ; _ - - t--.~,. ~ i r- _ _ t _ ~ ~ i ~ ~ I f
~,7 ~ ~ L ~ ~ I ~ ~ t . I' ~
w'~ ~ ~ PR PO ED F I N I HED GRADE i ' ~ ~ ~ 0 ~
~ _3' 16 _ - - - i ~ ~ ~ ~ ~ ~ ~ _ .
y_ ~ t ~ t 'r'. ~ w ~ W 1 ~ y ~ ~ i ~ 1 ~ v I ~ i ~ i A 1 'iv'y i
J ~ ~ d _ - _ - _ -..r - - ri - _ ~ - _ _ _ _ _
V } i._. t ~ ,
, . ~ ~ i ~ I ~ ~ , u ~ I i _
_ f._.. -
~ - ~ try ~I t t 1t 1 ti W W i~, i ~ j I ~
~ ~ f' J a _ _ ~ ~ 1 ~ - -
. . 1 W m W ~ - - - _ . ~ I ~ 4
s' ~ Sri ~ ~ I ~
r~ ~ ~ '`'trey t, ~ ~ ~ ~ ~ ~ ~ j ~ i k . ~i w ~ fry; ~ ~ g J, r y, yJ, 4 + f I _ - -'^___.T-~1..__..--_..__._. - I
. ~ ~ ~ DISPOSAL FIELD NO 2
~ , 1. , t 5632 SF r 1 . ~ , ~ ~ f • , 'Q I S P AL +4R~A. i I ~ I i s i ~ ~ ~ - - _ - --------i----- ~
~ ~ , N0. ?RIP LIN S _ ._1._ - ~ i I .~A_
~ , r + , i - 2 FT. , ~ ~f INE SPACING i i
s ~ f ~ r ~ ~ f!~ ~ LENGTH OF DRIP LI~tE:S ~88 ~'T. _ ~ _ -i - --t 1 t- - r_ _
t - P INE = 2816 FY. , , , , , , ~ , TOTAL LENGTH IJF DR t L 10 ~ - - i ~ , ~ ,
~ ~ ~ ~ ~ ~ ; 1 ' NG = 1 FT. .,}r , ~ ~ f EMITTER SPAC I i ~ ~ ~ , r~ I ~ ~ ~ ~ ~ 1 ~ ~ i _
~ - " , ~ - fiOTAL EMITTERS =.2816 ~s.., ~ ~ ~ + 1 ~ + , . _ ' ~ ~ _
' .+11:.t r + ~ ~ ~ i r - _ i ~ ' I ~ j ~ I i , ~ ' { j i ik
.o~- i - ~ I i ~ - - t_ . _1_._.~ j ~ roe ';C
p ----E-- _ _ - - _ _ _ 1 I ~ ~ 8 - - - - ~ I 1 ~ i i
~ ~y. _ ~ 1 1 f 3. ~ - / r ~ I I i i i I I i I i
~s . ~ / ~ ! . r J ~ ~ j ~ h i . ~ ~ i ~ f ~ 1 - _ - _ _ _ - - _ 1 ~ ~ r i
~ + ` i 1 ~ ~ ! I i ~ I I ~ ~ ~ ~
's ~ t ~ t'1 r~ ~ ~ ~ ¦ x x z 1 ( _ ~ I ~ ~ ~ ~ - i ~ - X
~ ~ ! l~ 1 _ S ______L___ _ . - - ' -
~ ~ l l ~ J 4 O O O O O O ~
`,l3 14 _ 17, T~ _ O O O O O O O O O O O O O ` O O O O
yx Y ~ O p a O O O O O O O O O O O N Q ap Q N
~.b - ; N Q ~ tQ } + + ~ tp Q + + t . i~ + t N O} + + ~ N N
1 T, 9 1- - :4~. p ~ ~~f ; • 2 Q CA ~ 14..:9 ~ , ~Y; MA S~ • O
TBACK - _ -
' 4 a, ri t .20.7 16.8 - STA IO
pp,,42 °'d ri. i At C~.
d:
P~'0~ ii,' £ ' , -
c.
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p •
17.9 ~ ~ ~ - PRIMARY DUNE EtEVATlONS ,x
,
REVISIt1NS~
. 0 No. ~
• 1 ,6 5 21.2 =.:>fi t . v.~ ,
~ l.. ` r+ 0
17 ! 0 20.1
' NOTES: 0 LEGEND R 1SPflSAI t~I£t,D AAA S1~~T.I .
, 12.5 p 1. PRIMARY DUNE AREA IS LOCATED IN FtaOa Zfl SURFACE DRIP wAS1El~A~'E D N FLaOa ZONE VE tEL. 12). EL• ELEVATION ,.~r
15.3 0 EX. EXISTING
13.9 ARE LOCAT D IN F6,OflD ZQN 2• DISPOSAL FIELDS E ZONE X AND ZONE FEET ~ ~ ~ F6,flfli} FT.
~ VE (L.,121. 13.9 0 E 16.8 MSL MEAN SEA LEVEL K/~ .7il+y. ~I 11 ~ a ti~~ R -WASTEWATER. Q N0. NUMBE
~ 7 4 0002 • E , 18.6 REF.: FIRM CO~?+IUN I TY PANEL N0. 3 t}04 4 0 2~ E, REV, 11f4$ F ScwaRE FEET } 400 S
o ATLANTIC BEACH, O1tRTERET C(~I'TY~ NDRTH. trAR(~ t1~A STA. STATION SI .
~ 16.7 15.3 CLIENT SOUTHWINUS CQNp01~INlUMS MflA
c/o COLTi)N ~'ARAMAN ~ ~ 1~'---- EXISTING ELEVATION CONTOUR
0 Y 14.4 1~A
R POSED ELEVATION CONTOUR ADDRIS~ P • 0. BOX $1$ s" 12 P 0 H, N.C 28.51,2 ATLANTIC BEAD 6 r~' N
12.6 e't .
u u11.1 X14.8 : 252-247-2~i~
1st LINE OF STggLE VEGETATI 20 10 0 aF PKQN~ , 20.1 EXISTING SPOT ELEVATION g .4p ,
ON 13 4 20 40 t4 SCAD STItOUD ENGI ERING, P.A.
191A HIGHWkY 24
DA ~ t Yf?R8 b CITY. N.C. 2M7 m
PLAN VIEW scaLE: v: 14 zoo' t 4 7479
SHEET + Y OF 1
PR9JECT PM 828-1-i Ra- D. M -w- to
`y
5,, DF3If317 FILE ,•'.828\628-1'1~628~3-1::dgn

_
RD ~ - T MACON - i Z
ST FOR r O
~ • . HWY' ( 10~ R EX. WATER METER NOAEHEAD CITY • N. C METER ~ -i
•----T _ _ 193.96 - +t 0 +E? BfRN + ++W YTl
U. S. MYY, tp r 6 rpe~w'~' .1~ Q"35 2 EXISTING 43200 GPD M ~9 S$ i CARTERET CAOUNTY OPEA 43 200 GPD WASTEWATER TREATMENT FACILITY CAOUNTY OPERATION PERMIT VI-06-96 B' GatE BLOWERS
92.5 8 12 58 ~ 3 ~
~ N88°19`1 S85°51'58 W ~ ra ~ a~ °E
9 W . T1 \ / 0 i~ pATI RAit ~ ~
eocuE souw - !f t~ ~ _ ~ , t 21 90` BENDS
`i I ' ~lNTO BASIN ~
_ ~ Ti MAIN ELEC. RATI RATI + ~ SERV. PANEL -
240 V. J PHASE B' HIGH WOOD
tlE51 Fir EAST FORT MAfON 0 \ BUFFER FENCE ` ~ PROPOSED "s" DIP GENERATOR BUILDING o- ! ABOVE GROUND
u.c. S° ATLANTIC BEACH ~ I EXISTING DISPOSAL FIELD AREA EXISTING DISPOSAL FIELD AREA i 1 - - CONTAINING 6044 LF OF CONTAINING 4514 LF OF 1, I ~ 1G 6E SECURED - ~ AATI RAT! _D SLUDGE STORAGE - - I EXISTING TO SURGE BASIN
T NA DRAIN LINE CONVENTIONAL DRAIN LINE 11 --PROPOSED Anu+ric AFAR CONVEN IO L TO BE ABANDONED AND 4 X 4 HEAOWORKS E ' F R CHAMBER I e"~ ; SURGE HEAOWORKS BOX 0 ~ I 1. , BASIN ~ .,.GRQUNQ EL•
PR ECT TO BE ABANDONED AND ~ SURFACE DRIP DISPO~ GESIGNATED AS GREEN AREA DESIGNATED AS GREEN AREA 4 (SEE DETAIL. SH.3) A SYSTEM - ~ ~ ~t - DRIP DISPOS L STORAGE BUILDING- I _ ~ I SH. 3 ) _ Art _ s .TAIL. J _ -
S1 ( NOTESI (SEE NOTES) SEE i a T R t ~ ~Aa,Ft~ _ ~ 6' DIMEE
FILTERS . } ARtatER ..:..3 -~.,.-µ~"4 `-PROPOSED 3" PVC
VICINITY MAP 1 k CHLORINE CONTACT- ~ Ari - ~ 8• RETURN LINES CHAMBER '
ro.T,S, - PROPOSED SUPPLY ANL FOR SURFACE DRIP DI "tD SUPPLY AND RETURN LINES ~MF'ER SURGE CONTROL ANO [~IST[NG a` PVC M ~ SUPPLY LINE 1U _ _ s ~ ~ N PLANT INFLUENT RF ACE DRIP DISPOSAL SYSTE - ~ ~ FLOM SPLITTER BOX ELEVATIO
~ (2) 3" SCH. 40 PVC SCH. 40 PVC SUPPLY LINES Ex. 0!SPOSAL FIELDS RAn RATI J
~i 12) 3" SCH. 40 PVC SCH. 40 PVC RETURN L]NES ~LOw RECORDER ~ ~ , L e~AS t~R
- - - UOS l NG 1 ANK. ME'LR 11 I ~ RAn RAU
APPROX. LOCATION ~ f I EX. 6" PVC EX. LIFT STATION 1 2 • ~ . 6" PVC I SEE SH. 3 FOR I~ ~ ~ w ~ . ~ _ ~ ~ cnvER cRA? INc
TO WWTP i WATER LINES T1 LINES PAOPOED ~ I~ ' +~~"`~""'~11"" ~A MODIFICATIONS' ~ ~ ~i , ~ DROP INLET W/ SUMP PUMP ',~~"'y ~ t-EXISTING SURGE BASIN
4 - , ERA f l ~1ERA' l . t
APPROX. LOCATION- i 1~ L- ~ E - STEPS W' HANDRAIL
EX. MH 3 rk Fk,~. ~ iP1GOT ~ AND CONCRETE PAD FOR t -~---.z,_
SFR 6 . $F~ 11 ~r~,~ FR , TL C,h'L1` 4 ~i STEP BASE BdCNFI f'M----~
h GE EMq ii WELL H WELL HOUSE FOR ~ ~ STAIRS,
tiS Qy~ IH~'~,.,/ ~i TAR LA TAR LANDING VILLAS ~ -a'~ ~VL PLANT INFI~EtaT LINE
~ IRRIGA IRRIGATION AND POOL POTABLE ~ WOODEN GATE PROPOSED 3' PV( MATER SUPPLY RETURN LINES HOUSE ONLY LINE ~
T M NSTALLATION CONSTRUC I ION SF~UFNi'F. ~1 HOUSE DISPOSAL SYS F I ~ 4"' PVC PLANT PLAN VIEW INFLUENT LINE.
1. PRIOR TO ANY CONSTRUCTION ACTIVITES. LOCATE EXISTING ii I SuPt'~ r LINE TO
UTILITIES IN AREAS OF PROPOSED WORK. ~ ~ I ~ EXACT LOCAT]ON AND LOCAT]ON AND LENC•THS E"~ i~iSPOSAL FiELD`~; ONNECT I ON ASIN C SURGE B
2• INSTALL NEW WATER LINE AND PERFORM ALL WORK RE?~~+REEs tl OF SUPPLY AND RETU 'PLY AND RETURN LINES aBANI.ONEG FiELD DETERM{NED r~ FOR RETURN INI
TO REPLACE THE EXISTING WATER LINE IN AREA I'~F A~t;P05E1~ ~ TO BE FIELD DETERM DISPOSAL FIELDS. r - ~ --1 _ _ _ - _ - - ~ ~
ii APPROX. 3 PIPE t X. 3" PIPE LENGTHS I PROPOSED ~ i O 4' X 4' HE ADWORK S BOXr OR I
3. PERFORM GRADING ACTIVITIES FOR DISPOSa~ rIE~C~+~? nkEa• ~~FH ~ ~ NOT iN SERVI[L ~ ~ PPLY LINE 1 SURFACE DRIP DISPOSAL ;Y"~,~fu ~ Pk~h~O~Ei; FE~URN l_INE`• AHL 'LY LINE 1 iD2i FT. CONTAINING: 70 GO TO SURGE BASIN AFTER
4. VERIFY LOCATION OF EXISTING D(SPCSAL LINE, iN ARE+~ 01 T1 SU PROPOSED SUPPLY ANC RETURN LINEISi TRENCH LOCATION, 1 ~ RETURN LINE t 1RN LINE 1 1047 FT. ~ ~ r, ~-;c Pn.
TS TO EXISTING DISPOSA! SYSTEM SUCH TN,4' ~N'. ~ ~ ~ ii SUPPLv LINE 2 MAKE AD,IUSTMEN 'Lv LINE 2 1121 Fl. ' (2) VORTEX FiL~ER~ N'-A,,W~~RP-. .,,x ^ ''^4 FT. MANUAL FILTEP FLUSH VALVES - 1RN LINE c l,.c
THE DISPOSAL FIELD WEST OF ENTRANCE DRIVE iS COSED iF A ~ ii RETURN LINE ~ 1 ~ CONFLICT EXISTS. r ~ l?1 MANUAL FIELD F!. USN VALVE`; I SEE DETAIL. SH.3. '
1 FX. h' WL 1 r =
5. EXCAVATE TRENCH FOR SUPPLr' AND RETURN LINES, ~ -.a r ~ j.~ ~
N TA L SURFACE DRIP DISPOSAL LINES ANG APPCRTENANCES. ~ ~ M NT PLANT R TREAT E A TEWATE TNGWS XIS I E
r' t ANG RETURN ~;NES BETWEEN ';,CTEM T ~ ~ 'r. INSTALL PORTION OF ~UP L i~ APPROX. LOCATION 1X. LOCATION ARGED V I EW ) F CATIONS (ENE ED MODI I
HEADWORKS AND DISPOSAL FIELDS. - ~ ~ cX,FH ! ~ %~1 FORMER PUMP HOUSE ~ t ~ AND EX. WELL USED N W/ PROPOS R PUMP OUSE . X . WELL USED - - - -
d. INSTALL SYSTEM HEADWORY,S. i ~ FOR IRRIGATION 1 ~RRiGATIDN ~CAtE: t~, -
9. INSTALL PORTION OF RETURN L INt'; FROM 5, TE'~ HE ~~CWiw~ r, mT ;h ~11 \T X ~ V NOTE: NEW WORK DENt~~ED WiTH gnXE~~ NEXT, NSW WORK ~NALL AL~C~ 'NI .'~_lUF W(1Rk
SURGE BASIN. i t` RE4uIRED TC ~,F~~~RADE AL's EXi-.SED f'Vl, WASTE F'1RlNG iiN iNE +ua'~TE'w~'E-R
- c ~I','Nl TANY I,- _ I`'C.N I ~ ~I _ iNSALL PORiIUN OF ~UPPLi 'SINES FROM .x. 'I 1.~ TREATMENT Pl ANT (JF ' iN%H ~,!7E C1R i_ARGER TO dLlCT[i F 1At~N ~ iFiNG.
HEADWORK S. ~'x ~ ~ fI i. r.-- ~ r 1
11. REMOVE EXISTING PUMPING S+STEM AND IN~iAL~ NEW P~~MF~, AND T ~ ~ ~ ~ ~ +;ONTROLS. ~ r ~
(PUMPING SYSTEM REPLACEMENT ACTIVITIES >}iO;1~~_D BF: RERFORMEi+ ~ ~ ' DURING A PERIOD OF FXPECrFG I.Ow FIOwS? , / - EX. WELL Sl iE %'Ata:
1~ ~ ~ 1 NOT IN SERVICE
SEE SHEETS ~-A iOR SYSTEM INSTALLATION DETAILS• Tr E}, 6" SEFvIC EX. 6' SERVICE ~ I FLOOD ZONE: ZONE AE.~EL. 7 1100 YR. F100D1 ZONE X 1500 YR. FLOOD(
~ EX. MH i j NSF ZONE VE. FL. 12 ~ 100 pR, Ft iIOD 3 a ri n,"~ - ( t 1 / )
i RIM EL. = 7.37 i i FLOWLINE = 3.59 ~ I ~ r it p,S REF: FIRM COMMUNITY 4NEL N0. 3700 4 CJ~ L .REV 98 TAR L pNDIN~~ V„ L
t'0'ABLE wA?'LR SOURCE: TOWN OF AiLaNTIC BEAM
N/f ~ j i O
T _ ~ ti f~~ Q~ t a r,E 6Ea~~R I ~ ~ ~ , rv
iIJNDUMIN~UMS ~ 1 0 r I 1 r , I ~ T ~ NERAL NO ES:
APPROXIMATE LOCATION OF EXISTING 3" WATER LINE AND APPURTENANCES
. ~ ~ ~ , m WNS(RUG ~ ~ , ~ ~ CUNSfkUCfUN NOTES: 4PPROxIMATF LOCATIONS OF EXIST?NG SEWER COLLECTIONS SYSTEM
~ 1 1 1. ALL CUMPONEN?S. AND EXI;fING SEWER SYSTEM INFORMATION FROM DRAWING 1. ALL UTILITIES SHOWN ARE ?O BE LO(A1ED BEFORE iNSTAliA110N ~ ENTITLED "A PLACE AT THE BEACH -SANITARY SEWER SERVICES AND WATER
Ex. WF~I USED-' FOR IRRIGATION T ~ ~ ~ OF N F NEW D]SPOSAI ~+STFM iOMPONENTS AND RELOCATED iF ~ v - ~ i n ~[7, 1-78. OREPARED 0 ~JPI-r EXPANSION, PNA~E 4N„ IV' DATED JAN. ~ y
1 • ~ NECE m SHOW NECESSARY BY THE. LONTRACTOR. iN ADDITION. UTILITIES NOT AS BY JOHN P. SIMKO AND ASSOCIATES OF MYRTLE BEACH. S.C.. SHOWN tELECTRIC. CABLE iV. ETC.) THAI ARE LOCATEG IN ARE ~
INSTALL ~ ~ 3 ~ OF T ' X 3- ~ ~ ~ ~ REL:' OF THE PROPOSED SYSTEM COMPONENT; 4RE TO Hi iUCATED AND ~ APPRiX1AMTE LO~ArION OF EXIS7INC~ 6° WATER LINE AND APPURTENANCES RELtCATED IF NFIFSSARY.
- ~ , LAPPING '1.L T( ~ c n I ~ ~ FROM DRAWING ENT?TEED °WATER SYSTEM CONNECTION TO ATLANTIC BEACH
ANC VALVE ~ IRRI ~ wl ~ INSTALL OF T T YIE.M CuMPUNENfS Wall-N ANL LuCr,fEU N ?HE AREA ' ; _~YSiLM FOk SOUTNwINDS" DATED NOVEMBER 1984, PREPARED 6~ McDA~~D IRRIUA [ON S S OF THE PROPOSED SYSTEM COMPONENTS ARE TO BE LOCATED AND ~ j ASSOCIATES. INC. OF GOLDSBORO. N.C..
r--~ .ti I T ~ 3" X 3" AELC RELOCATED OR REMOVED AS NECESSARY BY THE CONTRACTOR. PORTION OF IRRRiGATION SYSTEM LOCATED IN AREA Gf PROPOSED ~ LOCATION ANC INFORMATION FOR EXISTING SEWER MANHOLES i ANC 2
~ --1 Ex.FH ~ ~ j ~ TAPPING TEE PORp i ~ ~ AND VALVE OIS DISPOSAL FIELD IS TO BE REMOVED. ~ FROM F[EL~' SURVE't PERFORMED BY STROUD ENGINEERING, P, A..
, ~ 3. wATE r ~ ~ 3. WATER SYSTEM MODIFICATION AND SEWAGE D,SPO~AL ,YSTEM ~ 14. EXISTING WASTEWATER TREATMENT PLANT INFORMATION FROM DRAWING
i i SUPF SUPPLY '.INE 1NSTAlIATION DFTA1l DRAWINGS ARE PROVIDED ~ ENT?'LED SEWAGE TREATMENT PLANT UPGRADE" DATED MARCH 1995.
IN~'~ALL 3 RvC--~ FX. MH 1 IN i WATER LINE , ~ RIM LL. = 9.?6 SPEC (N TECHNiCaL SPEC IIICATIUNS ENTITLED 'TECHNICAL i PREPARED BY STRODU ENGINEERING. P.A., SPECIFICATIONS. SOUTHWINDS CONDOMINIUMS- WASTEWATER ~
1 L ~ FLOWLINE = 4.89 DI~i~ Di~PUSAL SYSTEM kEPLACEMENT". ~ ~ TOPOGRAPHIC INFORMATION FOR PROPOSED D]SPOSAL FIELD AREA FROM
~ 4"1NV EL.= 6.88 i ~ 4. GROL i 4. GROUNDWATER MONITORING WELL DETAIL iS PROVIDED IN TECHNICAL SIIRb'FY PERFORMED R'Y STROUD FN~~INFERiNG. P.A..
PROPOSED SURFACE DRIP- ~ SPEC SPEC IFICAIIONS ENTITLED "TECHNICAL. SPEC IFfCATIONS. SOUTHWINDS UNDOMINIUMS- WASTEWATER DISPOSAL SYSTEM REPLACEMENT". I APPROXIMATE SiZE AND LOCa110N5 OF BUILDINGS TAKEN FROM CARTERET C
CISPOSAL FIELD NC. 1 AREA i ~ ~ CUNC SSE( UETAILS• SH.2> t EX. WELL 'i ~:OUNTY TAX MAP.
T NOT IN SERVICE _ x. 6'" SERVICE _ I APPRi~XIMATE LOCATION OF DRIVE` AND PARKING AREAS DRAWN FROM
_ 1 I INFORMATION TAKEN DURING HELD OBSERVATION AND MEASUREMENTS. i
/ X. 6,. APFFUXIMAIE ! U~~ A~ !ON OF FC+DPOSED ~ ,ROUNDWATEA MONITORING WELL N0. 1 S R _ E vi~E DESii;NATED GREEN .4REAS AP,E ESTABLISHED AND SHALL BE MAINTAINED
1 OG ~ T. rROM U i ~,P ;SAL FIELD Nu. ? - CUT AND CAP EX. ~ ` AND INSTALL PE RI AND CAP EX. WATER LINE IN ACCORDANCE WITH REGULATION i5A NCAC 2H .0404 (gl (7 INSTALL Pf.RMANENT BLOW OFF
BEYOND SERVICE ~ OND SERVICE LOCATION FOR ~ y. SGiL BORINGS TO EVALUATE THE PROPOSEG DRIP DISPOSAL FiELD AREA
_ - ~ - EX.q` cool HnusF BUILDING A AND I LDING A AND POOL HOUSE. ~ WERE TAKEN AT OBSERVATION WELLS ~UW1 I-6 AND PUMPING WELL (PW) 1 i, ~ LOC4TION5•
CUT AND '.Ar EX. 3~~,-- ~ SEWER SERVICE T , WATER LNE AND INSTALL - ~ NO E. E'
~ NT w OAF I3E`'OND ~ EX. SEWER SERV1~ ERMANE B.0 / MAY NEED TO BE I SEWER SERV?CF FOR POOL HOUSE NEED TO 8E RFLOraTED. C,ON~RACTnR
SFRuICE II,~ATION V:1R BNItDING / ~ [S TO CONSULT W TO CONSULT WITH ENGINEER AFTER
~O~ATING EXIST I! AWING EXIS?ING SERVICE.
~ ~ POOL REVISIONS
,_,,r T R N IN AREA APPfiuXIMATE LOC f ~F (GN OF WA E L . E 'FiuXIMATE LOCATION OF PFOPOSED )IJNDWATER MONITORING WELL N(l. 3 ~ r? No. gr DATf f1ESCRlP710N
~POPOSEC D!SPO"~Al FIE! GROUNDWATER I,~N ~ F - i P A FIELD N0. ? ~„:E ~ T FROM OIS OS L i KPG 2/26/01 f?IVO REVIEW
1~; hP ABANDONED iN Ri ACE. + lV~.~ PT. FRCiM 01 2 KPG 3/22/01 C"ANA APP.
i -
'j~s -~~a~a-~~r~A .Qw4 ~ c~
1
r ~ PR P RFACE DRIP 1 0 OSED SU LE~END:
I DlcpnSAL FIELD NO. ~ AREA ~ 4PPROZ, AFhRux IMATEL Y E x i T i NG CUNC ] T l 1~N~~; MOu 1 F ! CAT i ON PLAN
lSEE DETAILS. SH. 21 ii EL. FLEVAT?ON
i1 °RIMARY UUNt AREA ~ FH F ii~E N+DRAN'
``l ;N~ INVERT MH MANHOLE - WASTEWATER DISPOSAL SYSTEM REPLACEMENT -
N.T.S. NOT TO SCALE
~ ~ ~ APPROXIMATE L`?CA.TION OF PROPOSED ow o~SERvAiION WEU TLANrI~ BEAf;N. ~.-~R'ERE? COUNTY, N;:1hTN CAP,OLINA ~~~E ovERHEAC E.~ EI_TRtc
GROUNDWATER MONITORING WELL N0. I'n.YViNY~ cH. ~ri,~~_:~ - ~n>JTNwINC~'~ ''~NGtiMINIuMS Hl?a DESIGNED
'~`~1F-'l._AeI~V_EGETgT ~ I 115r T. FROM GISPOSA'~ 't IELD N0. I„`~~ rr Pw PUMPING WELL ~L[ENT T, _ ~~~F UNDER~;ROUNC EtE°STRiC r; ~ ~'~l iN (t1RAWAN RDC
l ~I iVE WADER ~_.NE DRAWN
NOTES. ~n~a A DIIRES~ . CI. r OX ; 1 ~ ~h?, mil ~Nlit "ril~,?N. N.C. 78`~1,~ KPG
~t. Al'fR.AlIONS TO EX`-:~IN~~ TOPOGRAPHY IN nREa OF PkuFOSED i>1SPOSAi f~IEtDS aRF SHOWN ON SH. +`+/~,~y~C~AAO CHECKED
_r .~j1/•,'~~~_ L ilI1l11T T~ ~ n J ~ .i
Z. UIPUSAL FILLD Ar(LAS SHALL. BE GLLIGNAItD SREEN 4htEAS. 10-,%,*~1 r(2 ivr 4 c RDC
EE GENERAL NOTES: t7 :Q APPROVED:
. 'D ENGINEERING, P.A. EA L RO L s 13343 i - - - RDC
t~ 1A HIGHWAY 24
(30 30 0 MEAN HIGH WAFER 503.68 Q' ~ HEAD CITY, N C 28557 DATE 5 74+9 8/30/00
HEET ~ 1 OF 4 8a` 24 - 3 QJ A L E
_ 8„E PROJECT I. PM 626-1-1 , T 1 " = 60
SCALE* 1 = 60 T ~ ,,,C-LA DESIGN FILE 626\626-1 1\6?6 1 1 ~.1gt~ SA LNNTl(- O N ONALD D. CULL PHER E. S C

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a , _
x' " N rry~ a

~ SUPPLY MANIFOLD 1
~~~,9 ~ z 3 + A 1 8 ! 2" SCH. 40 PVC SPO AL F I N0. 1 NGTH = 50 FT.
#~a" H. 40 PVC RETURN LINES AiR VACUUM RELIEF VALVE LE TH (FT. P NT OF + 1 N TO INSTALL AT HIGH OI i i
; . 3 SC R 1. NO T MANIFOLD ISEE GEOFLOW DETAIL , , 1 87
y DRAWING N0. 522 IN TECHNICAL I I 7
~ 1 41~IEL ONLY i AUTHOR ZED PERS SPECIFICATIONS) ' i 2' SPACING, TYP. 87 i I 3
y, , -n, ~ Y.1, I 4 I I
Y 3 SCH. 40 PVC SUPPL LINES ~ I 5 87 I I 6
AREA CONTAINS WASTEWATER i I 7
EFFLUENT DRIP IRRIGATION I i 8 8 I
z~~ DISPOSAL FIELDS . ~ i I 9 I ~ 10 1 7
:~~„v,„ - PERMITTED UNDER NCDENR- DWO 1 I i 11 153
NON-DISCHARGE PERMIT 4 8h~ 1 1
12" MIN. N ER 0001. 992 UM8 M 8 ~ 8a~~, 13 14S
~ FOR INFO CONTACT LIMIT OF DISPOSAL AREA g g I 1 1 I ,ri;n ' 15 137
x,.~; PROPERTY .MANAGER I 8ga i 16 1
AT 247-2318. 8g~~" i 1 1
FOR EMERGENCY CONTACT I 88"~~ ' 18 _ _ 1.25 I Sg~~~ i 19 1 1
y. - SYSTEM OPERATOR 88888$8 ,rigor , 11 ~ ~ „ I LOCKSL IP ELBOW AT BENDS, TYP. 0
~w.. AT 247-9167. p • ~ ° ° " I t SEE GEOFLOW DETAIL DRAWING 1 113
I ~ N0, 502LS IN TECHNICAL 1 9
r`` ' i SPECIFICATIONS) 23 1 5 I 24 101
~ ~ ' 9
~ ++.00
POSTED BY 3 X 2 REDUCER SOUTHWINDS HOMEOWNERS ASSOCIATION +6,~ TOTAL 2 1
ION ' +r•vo I - I so.oo ~
a7 ~ - „ I 5z•oo
" ; : _ ~ 3 GATE VALVE 1 I 5+.00
IN q _ I 56.00
PROPOSED CONCRETE 'y~, ~ _ N.T.S. I 58.00 I ~
TAINING WALL r r,, ~ . ` RE , _ S 1 GN NOTES I 62.00
.,r ; _ TOP EL. - 13.0 , ; i I 6+,00
'~3 ~ G` ~ 1. SIGNS SHALL 8E POSTED AT EVERY CORNER ~ .o ~Y CORNER I 66.00 2NERS OF i 6a.oo
r v AN VERY 50 FEET BETWEEN CORNERS OF D E DIPOSAL FIELDS. I - _ ~o.oo
i + ~ ` I ~ AIR VACUUM RELIEF VALVE ' '~'0°
+I + ~ 1 TH RPR F ~ 2• SIGNS SHALL BE MADE OF WEA E 00 tRPR00F . INSTALL AT HIGH POINT OF
~ R A ' - MATE I L. ~ i MANIFOLD (SEE GEOFLOW DETAIL 2 3+ 5 6 7 8
~ < i t i~ R WING N0. 522 IN TECHNICAL DA
r 4 ~ ~ SPECIFICATIONS) RETURN MANIFOLD 1 123+56i 1 1 1
• ~ s~~ , , SUPPLY MANIFOLD 2 2" SCH. 40 PVC
DISP05AL FIELD N0. 1 E H. 4 PV^ LENGTH A (LINES 1-91 = 90 FT. 2 SC 0 ~
i / /t ~ ' I N TH = 64 FT, LENGTH B (LINES 10-25) = 33 FT. ~ , LE G I , TOTAL LENGTH = 123 FT.
~ = 5630 SF ~ DISPOSAL AREA I ~
~ ,1 N0. OF DRIP LINES - 25 I i I , AIR VACUUM RELIEF VALVE
' ~ 2 FT. t r'~ ~ ~ - - LINE SPACING ~ r'~ ~ ~ ' 2 X 3 I ~ INSTALL AT HIGH POINT OF NL ARGED V I EW ) I ' MANIFOLD (SEE GEOFLOW DETA I L
LENGTH OF DRIP LINES =VARIES (SEE ENLARGED 1 ~ r ENLARGER ~ TOTAL LENGTH OF DRIP LINE = 2615 FT. I i DRAWING N0. 522 [N TECHNICAL
? ~ EMITTER SPACING - 1 F T . ~ SPECIF[CAT[ONS) i i
` 11 ~~t , ~ y~ ~ TOTAL EMI TTERS = 2$15 ~ I
i i i I
_ ! ~ ;,c ~ 5. + 1 ~ ~ 12 I I
- ~ , ~ i NOTES: I
a ~ ti . , f I
' I 1. SEE SPECIFICATIONS PROVIDED BY GEOFLOW+ INC. i I I I FOR SYSTEM COMPONENT DETAILS AND SYSTEM
J . . - - t. ~3 I ' INSTALLATION INFORMATION.
Y Y ^ I ~ y ; , ~ , r _ ~ ~ ~ l ` ~ ~ GENERAL NOTES I I
~ I 2. CONSULT PRODUCTtS) MANUFACTURER OR SUPPLIER ~ ' FOR ADDITIONAL INSTALLATION INFORMATION.
- ~ ~ iU1~l , ~ 1 ~ ~'~f' 1. AFTER INSTALLATION OF SUFiFAEE ORiP [3TSPOSAL,. FiSPOSAL,~ 8 I '
~~z`s,~ ~ ~ ' ~ ~ ~ ~ N fIELO. PLANT AMERICAN B£ACHGRASS SPRIGS f , ~ ~ ~ i. ' ~ + ? T, PACING. IGS i Y T M TART UP, VERIFY DRIP FIELD PRE5SURE li 3 AFTERSSE S
. ` ~ ~ ~ ~ , ~ BETWEEN DRIP LINES AT 2 F S f y ' I I (25 PSI DESIGNI AT THE AIR VACUUM BREAKERS. I ,
' ~ ~ 2. INSTALL 3~" NYLON E SECURITY FENCING AROUND ~ , , ~ ll ROP I I `r~ ING AROUND , i
- ! ~ ~ , r ~ ~ 3 ATE VALVE DISPOSAL IELD(S1. EXACT LOCATION TO BE BE i ' 0 I
' ~ ~ ~ ~ ' ` + DETERM~1 NED BY Ff~IEOWNERS ASSOC 1 AT I QN. ROPE . ! i ~ ~ ` + ~ + + N ll A ROPE ~
FENCE TO BE SECURED BY 4 X 4 WOODEN POSTS T i ~ i ,i , ~ ~ i 1, ll R 6 fT. SPACING. POSTS SHALL BE 3 FT. HIGH AND N POSTS AT , I WASTEFLOW PC DR[PLINE HIGH AND i i MODEL N0. WFPC 16-4-12
~ _ ,1, 3 2 EDUCE i ]NSTALLED 2 FT• DEEP. NO TRESPASSING SIGNS " IGN ' ' 16 MM DIAMETER NG S S i ~ PH M TT R F OW RATE
, ~ SHALL BE POSTED AT LOCATIONS VISIBLE TO THE TO THE I , 1.02 G E I E L I I (PROVIDED BY GEOFLOW, INC.1
~ ~ ;i , ii ~ PUBLIC ISEE SIGN DETAIL AND NOTES). I i I ~ DISPOSAL FIELD NO. 1
~ I+~~, l ~ ~ I ~
i ~ i ! ~ it + + ~ I i LINE N0. TOTAL LENGTH (FT.) I i I
'I ~ ~ + , j a ~ i-i2 8A I
{ ~ / ~ { ~ / + ~ ~ '1 I
1~ I I I 1 ~ ~ I TOTAL 2816 I I
' ~ I ~ ~ .i F I+ 'itll ~ ~ ~ r I ~ I I I ~
1-- ; f. 1 l ! 1 I ~ ~ 1 r ~ I' I ~ I ,
f 1 ~ ~ ( ~ ' AIR VACUUM RELIES VALVE
r 1 ~ ~ I ~ I ! ~ I I t i ! ~ INSTALL AT HIGH POINT OF
~ ~ , ~ ~ ' DRIP LINES SHALL MAINTAIN MANIFOLD (SEE GEOFLOW DETAIL
' ~ ~ ~ ~ ~ A 25 FT. SETBACK FROM POOL AREA I , ~ i DRAWING N0. 522 IN TECHNICAL RETURN MANIFOLD 2 USE LOCKSLIP FITTINGS FOR „ SPECIFICATIONS)
~ ~ ,~l i ' ' ~ + ~ i ' y x 2 SCH. 40 PVC MANIFOLD CONNECTIONS, TYP.
~ i, ~ LENGTH = 64 FT. (2) PER DRIP LINE (SEE GEOFLOW DETAIL DRAWING N0. 505A AND
r ~ ~ ~ 653 IN TECHNICAL SPECIFICATIONSI
14 ~ .
E_L 25-- 1N. v Ewe N RGED I NES ( LA L. I ISPOSAL RIP F CE RA
U
N.T.S.

AMERICAN 6EACHGRASS SPRIG,
TYP. (SEE GENERAL NOTESI
ISPOSAL FIELD N0. 2 D
REVISIONS
_ = 5632 SF DISPOSAL AREA Na. BY DAE OIESCRIPlKlN
= 32 N0. OF GRIP LINES t XPG 2/26/01 ON'a REYlE1V
' : ~ = 2 FT. LINE SPACING
= 88 FT. X LENGTH OF DRIP LINES
x ~r ~ TOTAL LENGTH OF DRIP LINE = 2816 FT. t ( ~ ~'q r
M TT R SPAC ING `n" x E I E ~ „ LEGEND:
' ~ TOTAL EMI TTERS = 2816 , ~ < a- 6 r ~ ~ .,y ~ `~x r { >
~ x k > ' 4 K~/ Y F AYOUT AND DETAILS FT. FEET SURFACE DRIP WASTEWATER DISPOSAL IELO L
. ~ ~ ~ # Y k k rt ~t . RFACE DRIP DISPOSAL DESIGN NOTES: N P R AY SU GPD GALLO S E D GPH GALLONS PER NOUR
k l' ~ ~ J. K k _ PVC POLYVINYL CHLORIDE
NOTE : ~ . , DAILY DESIGN FLOW - 45,000 GPD = 4 GPD/SF sF souARE FEET - WASTEWATER DISPOSAL SYSTEM REPiACEMENT LOADING RATE TYPICAL
~ ~ ~ . ' = 1 1 , 5 SF TYP DISPOSAL AREA REQ D 2 0 ANT EACH, CARTERET COUNTY, NORTH CAROLINA
~ST. F Q.W ~ . IN ISPOSAL FIELD iK~(. E.l . ~ . EXISTING UTILITIES D ' DR J P f:'[ NE ATL IC B DISPOSAL AREA PROV D = 11,262 SF
AREA ARE NOT SHOWN FOR CLARITY. „ S THWINDS CONDOMINIUMS HOA DESICNIrD~ EXISTING ELEVATION CONTOUR CLIENT OU
16 STAINLESS SAND c/o COLTON CARAWAN ROC TOTAL LENGTH OF DRIP LINE 5631 FT.
STEEL SOD STAKES _ --12 ~ PROPOSED ELEVATION CONTOUR DRAWN EMITTER SPACING 1 FT, 18 ADDRESS P 0 BOX 8
(4 FT. SPACING) TOTAL EMITTERS = 5631 ATLANTIC BEACH, N.C. 28512 KFG
--flT- Cl1TTTCD ri nwon7C - 1 n~ (:PU rvL~rVL+
GIviI 1 I L. F, V Lunn N L
PHONE: [phone] ' RDC tk
P Y ED. AP 0
INSTALLATION AI DRIP IN 3 STROUD ENGINEERING, P.A. I RDC A
20 10 0 20 40 151A HIGHWAY 24 HEAD CITY, N.C. 28557 DATE
Tml N.T.S. SHICET • 2 OF 4 ( (22) 47-74 8/30/00
rr r NOTE: DRIP LINE IS TO BE HAND INSTALLED IN ACCORDANCE )RDANCE 3 SCALE*
PAOJECT PM 628-1-1 SCALE: 1 DESIGN FILE ' 826\826-1-1\626-1-1.dgn WITH INSTALLATION DETAIL. - „ s RONALD D. CULLI HER P.E. 1 201
k Syr t'

_ _ _ e . _
d Y
liar _

1
z 0
~o
3 SCH. 40 PVC RETURN LINES
k \
3 SCH. 40 PVC SUPPLY LINES
fy~~ ,
d,':; ,R ;

,.,s , STA. 2+19.20 STA. 0+00.00
EDGE OF EX. ASPHALT DRIVE R V CAMA SETBACK EDGE OF EX. ASPHALT D I E
- EXISTING EL. = 17.00 E~. - 5.00
'F PROPOSED EL. = 14.3$
';A;

f jY
PROPOSED CONCRETE
RETAINING WALL P = 13.0 TO EL. ,

~ ~ ~ I © 20 I V i { 20 _ _ , _ _ . _ _ T_ _ _ _
~ I
J ` DISPOSAL FIELD N0. 1 ~ I ~---.-_I _
~ , r 1
I - ~ DISPOSAL AREA - 5630 SF , 1
~ ~ N F RP N =25 0 0 DI LIES 20 i/ _ _ } , 20 i ~
' ' NE SPACING = 2 FT. r ~ LI ~ ,
=v 7s LENGTH OF DRIP LINES ARSE I~' ~ ~ i TOTAL LENGTH OF DRIP LINE = 2815 FT. i t / ~ `
~ ~ 1
EMITTER SPACING - 1 FT. ~ ~ ~ , _ ~y ~ ~ TOTAL EMITTERS 2.815 ~ ~ y
~ i ` a - 20 I ~ 2~ - - , `
,I i / 1 EX. DUNE GRADE ,
I i ~ - - ~
~ ~
~ ` 1
18 _ ,
r ~ is ~ j
' 1 ~ ,4 F i
t r--- r. f
1 ~ F N H GRADE ~ ~ - PROPOSED I I~ ED ~ ~
r J - - - ~ 16 ~ _ _ - _ . . 16 _ r _ _ _ - , - _
13 - _ ~ ~ ~ ~
~ ~ ~ , r ' ~
~ ~ _ .1 f- p , ~r 1 i ~ i _ - - ~ ~ i
~ t 1 I w ~ ~ ~ ~ ~ r ~ ~ , I H •
~ i / ~ ~ _ - , ~ ,
_ ~t ~ ~ t 1 ~ W 14 _ U
~ t ~ ~ ~ J ~ s ~ K
a ~ ~ i f I z i I W i ~ `
I ~ j i i
i `a ~ I L. ~T t
~ , ~ , ~ DISPOSAL FIELD N0. 2 t 2 . r.. I 1 1 / ~ ~ ~ I
.r _ ~ ~ ~ Ij 1- 1 [ 1 I . r i I I { ~ 1 1 1 ~ ~i ~ ' I ~ r t i ~ I ' = 5632 SF I _ i
DISPOSAL AREA ~~;I ~I„ , . _ _ . ; , ~ , t, l , ; ,r 1 N0. OF DRIP LINES 32 /
.y ' ' LINE SPACING = 2 FT. ~ I ~ ~ j
~ 'i ~ LENGTH OF DRIP LINES = 88 FT. i / ~ ;g
G 10 , ~ , ~ I , _ TOTAL LENGTH OF DRIP LINE - 2816 FT. _ + -
~x; ' ~ ~ ~ I EMITTER SPACING 1 FT. 11 I ~ a cj -
° ~ ~ I ~ ~ r~ ~ ~ TOTAL EMITTERS - 2816 ~ ~ I ~ _ _

.~r, y 1 t ~ i
,ti ~ ' i i 1 ~ 8 a _ _ , _ ~ _ _ _ - _ _ _ - ~ 1 ~I
I ~ ~
~ t~ ~ ~ ~ ~ ~ _ ,
~ / ~ , - N r
,.I~ ~ x x x x .J ~ , 1 . J
(r _ _ - _ _ _ _ t'
14
~ 17 , 7 O O O O O O O O O O O O O
O O O O O O O O O O O O O
- 17.9 - O O O O O U U O O O O O O Q N Q + ~ + ~ + + t + +
120 ~ ~ CAMAS ~ 4.9 E TRACK - ; t + + i U U O U O c- ~ c- c- N N N
20.7 16, g - - ':k.{ ~ 1
4 STATION (FT.?
n
`18.6
_ 0 4'7..:
PRIMARY DUNE ELEVATIONS 17.9 t'~. C
REVISIONS
0
15.6 21.2 ~a ~ uAtE
xt+B 4l~~oV Po

0 ~ 17.0
20.1
0 NOTES: LEGEND
~ 12.5 15.3 1. PRIMARY DUNE AREA IS LOCATED IN FLOOD ZONE VE (E SURFACE DRIP WASTEWATER DISPOSAL FIELD AREA SECTION ZONE VE (EL. 12 EL. ELEVATION
0 m 13.9 EX. EXISTING
0 2. DISPOSAL FIELDS ARE LOCATED IN FLOOD ZONE X AND ONE X AND ZONE FT. FEET
13.9 0 ( 12), 16.8 VE EL MSL MEAN SEA LEVEL
0 18.6 REF, FIRM COMMUNITY PANEL N0. 370044 0002 E, REV. 11 No. NUMBER - P YSTFM REPLACEMENT WASTEWATER DIS OSAL S E, REV. 11/98 SF SQUARE FEET
0 STA. STATION ATLANTIC BEACH+ CARTERET COUNTY, NORTH CAROktKA
0 15.3 16.7 ESIG ~y
CLIENT SOUTHWINDS CONDOMINIUMS HOA X T N NATION CONTOUR c/o COLTON CARAWAN E 1 S I G ELE
0 14.9 - 12.6 Alf~~
'-12 ~ PROPOSEb ELEVATION CONTOUR ~,,~rarrra ADDRESS P. 0. BOX 818
.e~~_,~ r... ~ir_ ATLANT 1 C BEACH. N. C. 28512 ~ .
1 44 - 6 tst LINE `11. t
OF STABLE VEGETgTION t3.4 r 090 ~8d : 252-247-2318
20 10 0 20 40 20.1 EXISTING SPOT ELEVATION PHONk; RDC • AP q c
. * ~ STROUD ENGINEERING, P.A.
13US R"Mc s 9 151A HIGHWAY 24
ALAN VIEW MORE D CITY, N.C. 28557 DA`fE
st~s~r • i of i SCALE H 1" - 20' (2 4 7479 122f61 ,
PROJECT PM 826-1-1 V' 1„ ~ 2, 3 07. A
DSSIb4N FILE 626\626-1-1\626-1-1.dgn ALD D. CULL R P litt 2 r
fy

is
_I
RD, ~ MAC4N . _ 1
AST FAR t Z
58 E. y?1 woRENEAO clTr ' ' NWY' 10Q R~ _ _ N. C ( EX. WATER METER METER ~
ru aer _ _ . _ - - 9~ u,s. Nrr. ro ~T~. _ 19 'r n i --i
To eEwF _ _ a 5 26 W 1 ~g,1 SgQ 3 EXISTING 43 200 GPD W 43.200 GPD WASTEWATER TREATMENT FACILITY
7 . ~3 d 1 r Q4'Y't . "II CARTERET CAOUNTY OPER CAOUNTY OPERATION PERMIT VI-08-96 B' GATE eLDwEas
9c.58 12 ,r 581 ~ ~ ~ II a °F.._ °E. _ aE-~
R N86°19'19"W S85°51'58 W ~ ~ _ ~ M ague souw ' T1 ut - - uE -
_ k ~ \ /
II RA1I TI ~ ~ ~ - 121 40' BENDS
p III ~`~1 INTO BASIN ~
r ~ w EAST F ! T! MAIN ELEC. SERV. PANEL RAtt r ' " c
HEST FONT ORT INCOH al i N,c. NM'r• 5s ATLANTIC BEACH I 240 Y. 3 PHASE f,'-:~ , - 8' HIGH MOOD
EXISTING ISPOSAL FIELD AREA II _ EXISTING DISPOSAL FIELD AREA 0 GENERATOR BUILDING o- BUFFER FENCE I PROPOSED 3" O1P I ~ ABOVE GROUND
J CONTAINING 6044 LF OF ~ CONTAINING 4514 LF OF i, enu~ncocEU~ CONVENTIONAL DRAIN L[NE j CONVENTIONAL DRAIN LINE T1 PROPOSED 0 STODGE STORAGE I RAr' rl ~ TO BE SECURED
PR ECT TO 8E ABANDONED AND TO BE ABANDONED AND 4 X 4' HEADWORKS B' F CHAMBER I ~ ExISTING TO SURGE BASIN HEADWORKS BOX OR GRIP DISPOSAL SYSTEM +o'-e• "SURGE ~
SI DESIGNATED AS GREEN AREA DESIGNATED AS GREEN AREA ~ SURFACE GRIP DISPOS. (SEE NOTES) (SEE NOTESI it (SEE DETAIL. SH.3) STORAGE BUILDING I - ;BASIN ~BQ~IttQ ~L• TAIL. SH.3) J n - ~ -
I 6' DUMETER f'" -"I 0.ARIFIEII ~ ` ~ ~ FILTERS I ~tR IF TER
VICINITY MAP ti I • • `'at"ta:.:"`....::~'~E PROPOSED 3" PVC CHLORINE CONTACT rl - e" RETURN LINES
N.T. S, PROPOSED SUPPLY AND D SUPPLY AND RETURN LINES CHAMBER
'I FOR SURFACE DRIP DI S PPLY LINE TO 'METER SURGE CONTAOI AND EXISTING 4" PVC IF ACE DRIP DISPOSAL SYSTEM ~E%. DISPOSAL FIELDS ~ FLOW SPLITTER BOX ELEVAiIC+N PLANT INFLUENT
~ (2) 3" SCH. 40 PVC ' Tl (21 3" SCH. 40 PVC ~ SCH. 40 PVC SUPPLY LINES RATI ATI SCH. 40 PVC RETURN LINES FLOW RECORDER
i APPROX. LOCATION I t I WIN DOSING TANK METER I TI n
EX LIFT STATION 21 EX 6 PVC TO WWTP WATER LINES 6" PVC 1 SEE SH. 3 FOR I ~ ',;a:•:;::;Y~- ~,..•~,~.~.-.;;;~.4 a INES PROPOSED I ~**---COVER GRATING
11 MOD 1 F 1 CAT I ONS ) i I ~ DROP INLET W/ SUMP PUMP ~ 'ti
~ 4 ~ 'I ~--ExISTING SURGE BASIN Mrt ERAiI ~ n1...
APPROX. LOCATION f I E X . MH 3 Ek k,~• I MATER I -
SfgE 6'- ~F'~ . ~t PIG T -~_..'_:~-..--:1 --STEPS Wi HANDRAIL 5 0 AND CONCRETE PAD FOR uu
f~F Eq Tl 6° ~kC IT ~ ~ STEP BASE u'- o" BACIIFLOM PREVENTOR -~-Y-• •
E'F• ~ Gti FMq ~ II WELL HC WELL HOUSE FOR ' ,
5 P 1H~ I TAR LAK ~ I TAR LANDING VILLAS STAIRS \'~-MOODEN GATE ~ 4" PVC PLANT INFLUENT LINE IRRIGATION AND POOL PorABLE- + PR~osED 3° Pvc
DISPOSAL SYSTEM ]NSTALLATION CONSTRUCTION SEOUENCF; ~ IRRIGAI rl HOUSE C HOUSE ONLY MATER SUPPLY } RETURN LINES LINE I
k 1. PRIOR TO ANY CONSTRUCTION ACT[V[TES~ LOCATE EXISTING I ~ 4' PYC PLANT PLAN YI W E f lNFtUENT L[NE•
UTILITIES IN AREAS OF PROPOSED WORK. ~I I SUPPLY SINE TO
2• INSTALL NEW WATER LINE AND PERFORM ALL WORK RE~]UIRED EXACT LOCATION AND .OCATION AND LENGTHS Ex. DISPOSAL FIELDS 'L Y' AND RETURN LINES T A A i SURG N DBE B NDON E BAS I CNN C T N ED 0 E IO
TO REPLACE THE EXISTING WATER LINE IN AREA OF PROPOSED T1 OF SUPPLY' ANO RETUR DISPOSAL FIELDS. , - t[ TO BE FIELD DETERMI M ELD DETERMINED
~ II - 5. PERFORM GRADING ACTIVITIES FOR DISPOSAL FIELDO AREA. , ~ _ II APPROX. 3" PIPE L FOR RETURN LINES
b FH ~ )X. 3" PIPE LENGTHS PROPOSED 4' X 4' HEADWORKS BOX FOR _ _
4. VERIFY LOCATION OF EXISTING DISPOSAL LINES 1N AREn OF ~ NUT 1N SERVICE T SUPPLY LINE 1 PROPOSED SUPPLY AND RETURN LINE(Si TRENCH LOCATION. ~ 1 RETURN L[NE 1 Y LINE i 1021 FT. SURFACE GRIP DISPOSAL SYSTEM T- PRUPOSE(~- ~-".TURN LINE` ARE
MAKE ADJUSTMENTS TO EXISTING DISPOSAL SYSTEM SUCH THAT uNl_~' i T THE DISPOSAL FIELD WEST OF ENTRANCE DRfVE IS DOSED 1F A ~ II SUPPLY LINE 2 IN L[NE 1 1047 FT. CONTAINING: TO GO '0 ';~'RGE BASIN AFTER Y LINE 2 1121 FT. (2) VORTEX FILTERS HEADWORk` ";X
CONFLICT EXISTS. j I II RETURN LINE 2 IN LINE 2 1224 FT. (2) MANUAL FILTER FLUSH VALVES - _ 12) MANUAL FIELD FLUSH VALVES
r - t ~ 5. EXCAVATE TRENCH FOR SUPPLY AND RETURN LINES EX. 6" WL 15EE DETAIL, SH.3)
~ 1 r~~' 1
6. fNSTALL SURFACE UR[P DISPOSAL LINES AND APPURTENANCE`>, ~ ~ T r ~ - J
i. [NST4LL PORTION OF SUPPLY AND RETURN L1NE'~ BETWF.C,N SYSTEM ~ ~~r'~ r,-~,+,,~'''-"' HEADWORKS AND DISPOSAL FIELDS. T EXISTING WAST WAT E ER TREATM NT P A E NT L
1~ ~?~`'r"'~ rt-- APPROX. LOCATION I EX.FH ~ FORMER DUMP HOUSE LOCATION DUMP HouSE W/ PROPOSED MO I F AT N R D IC IO S ( N A E L GED VIEWI
a. INSTALL SYSTEM HEADwORKS• U"I~ T ANO EX. WELL USED ~ FOR IRRIGATION WELL USED _ RIGATION A, T n
`,NSTALL PORTION OF RET[IRN LINE: FROM CY',TEM HFGDWC~R~~~ Ti; ~ 1 Im SC LE. ~ ~0
SURGE BAS l N. ~ T ~X1 IX •I I NOTE: NEW WQRK DENOTED WITH BOXED TEXT. NEW WORk. SHALL ALSO !NCi_~~UE w~)RK
1,?. INSTALL PORTION OF ~UPPL~ LiNE`~ FROM DOS!N~ 1GN~ li; ;tiEM I rnl 1`~: HEADWORKS. I :I T.~ REQUIRED TO UPGRADE ALL ExPUSED P~~~ WASTE P1P:wC. U!v THE wa~~rEwal~R
1< TREATMENT PLANT OF 3 I NCH S I ZE OR LARGER TU Di ~ . ~ I L E IRAN F` f ~ ? NG.
11. REMOVE E>iIST1NG PUMPING S~STEM ANC! INSTALL NEW PUMPS AND jx~~ ~l h CONTROLS. t 1 T ~
I~ PUMPING SYSTEM REPLACEMENT ACTIVITIES SHOULD 8C PERFORMEG i~ ~ ,
DURING A PERIOD OF EXPECTED LOW FLOWS: ~
~ i 1 EX. WELL SEE SHEETS ?-4 FOR SYSTEM INSTALLaTION DETAIL . ~ t " ~ NOT [N SERVICE ~I?E CATA:
Tr EX. 6~ SENVIC, fx. 6 SERVICE I
~ ~ EX. MH ~ 1 t rL00D ZONE: ZONE AE. EL. 7 ct00 YR. FLOODI ZONE X 1500 YR. FLOOD)
I R[M El. = 7.37 i I 1 FLOWLINE = 3.59 r N/F ZONE VE. EL.12 ti00 YR. FLOODI
\ T 1 I ~ ~ TAR LANDING VI1l A.S REF: FIRM COMMUNITY PANEL N0. 370044 0002 E IREV. 11/98)
N/F ~ ~ 1 0 N'OrABLE WATER souRC~: rowN of ATLANTIC eLa~H
A PL A('F A T THE BEACH ' ' o I i 1 °w
i~JNI~UMIN, LIMS -r ~ ~ I I rv w a t ~ ~ I J
fv w T ' NERAL NOTES:
t r~ ~ w I I j APPROXIMATE LOCATION OF EXISTING 3" WATER LINE AND APPURTENANCES,
~ I m CONSTRUCT[ CONSTRUCTDN NOTES: I ~ APPROxiMATF LOCATIONS Of ExISTING SEWER COLLECTIONS SYSTEM
~ EX. wEl~ USED- I ~ , FOR IRRIGATION r ~ 1 1 i. ALL U~ t. ALL UTILITIES SHOWN ARE TD BE LOCATED BEFORE INSTALLATION 1 COMPONENTS. AND EXISTING SEWER SYSTEM INFORMATION FROM DRAWING
OF NEB ! T NECES~ OF NEW DISPOSAL SYSTEM COMPONENTS AND RELOCATED IF I ENTITLED "A PLACE AT TAE BEACH - SANITARY SEWER SERVICES AND WATER NECESSARY BY THE CONTRACTOR. ]N ADDITION. UTILITIES NOT I ' SUPpLr EXF4NSION, PHASE Ifi .AND 1V" DATED JAN. 20, -1978. PREPARED
INSTAL l ~ 3T I SHOWN X z- ~ ~ DF THE SHOWN (ELECTRIC, CABLE Tv, ETC.) THAT ARE LOCATED IN AREAS ~ ~ BY JOHN F. iiMKO AND ASSOCIATES OF MYRTLE BEACH. S.C.. OF THE PROPOSED SYSTEM COMPONENTS AP.E TO BE iOCATEp AND
~ TAPPING ?EF ` t0~ < ' RELOCJ RELOCATED IF NECESSARY. ~ ~ APPRpXIAM'E LOCATION OF EXIST]NG 6" WATER LINE AND APPURTENANCES
AND vAlvL t~. ~ ~ ~ i xi ~ IRRIGI FROM DRAW+Nr. ENTITLED 'WATER SYSTEM CONNECTION TO ATLANTIC BEAr,H O. IRRIGA110N SYSTEM CUMPUNENIS WHICH ARL LUCATEU iN 1HE AREA ~ - ~r .I
~ M INSTALL Of THE Of THE PROPOSED SYSTEM COMPONENTS ARE TO BE LOCATED AND ' ~ J1~~EM F0 ,OUTHWINOS ~A~~D NOVEMBER. 198A, PREPARED BY McDAV]D
r f 3" X 3" RELOC~ I - E><.FH ' ~ 1 TAPPING TEE PORT1[ RELOCATED DR REMOVED AS NECESSARY BY THE CONTRACTOR. ~ ASSOCIATE`. INC• OF GOT~SBORO, N.C.. PORTION OF IRRRIGATION SYSTEM LOCATED IN AREA OF PROPOSED ~ ~ r ~
a- ~ 1 AND VALvE DISPO~ 1 DISPOSAL FIELD IS TO BE REMOVED. ~ ~ ~ LOCATION ANC 1NFORMATI~N OR EXISTING SEWER MANHOLES 1 AND 2 FROM FIEL" '.jRVE!' °ERf:~RMED BY STROUD ENGINEERING. P.A..
I 3. WATER 3. WATER SYSTEM MOD IF [CATION AND SEWAGE DISPOSAL SYSTEM
IN'IAL~ 3'' PVC= I SUPPLI I ~ ~ ExISTING wA;T WAT R TR a'M NT P AN F T F SUPPLY L1NE INSTALLATION DE TA I. DRAWINGS ARF PROVfDFD E E E E L T IN ORMA ION ROM DRAWING [N TECHNICAL SPECIFICATIONS ENTITLED "TECHNICAL j ENTI'LEL' `EwAGE TREATMENT FLANT UPGRADE" DATED MARCH 2, 1995,
' WATER LINE EX• MH 1 [N TE( i I RtM EL. = 9.16 SPEC IF SPECIFICAT10N5. SOUTHW[NDS CONDOMINIUMS- WASTEWATER ~ PREPARED H" STRUUL> ENGNEERING. P.A..
t l FLOWLINE = 4.69 D[SPO~ t 4"[NV EL.= 6.88 DISPOSAL SYSTEM REPLACEMENT°• ~ ` TCPOGRAPH;~ INFORMATION FUR PROPOSED DISPOSAL FIELD AREA FROM
I 4. GROUN[ PROPOSED SURFACE DRIP ~ SPEC If 4. GR NDWAT R N T R N W L DETAIL [S RROV D IN T NN !'A I c n r OU E MO 1 0 I G EL 1 ED EC 1. L ~ i .,IRVFY P,RF~~RMFD PY STaOtL FNr~NFERING. P.A.. SPECIFICATIONS ENTITLED TECHNICAL SPECIFICATIONS. SOUTHWIND~ ~
DISPOSAL FIELD N0. t AREA ~ CONDU6 CONDOMINIUMS- WASTEWATEk DISPOSAL SYSTEM REPLACEMENT". ~ ~ APPROXIMATE `~1ZE ANU LOCATIONS OF BUILDINGS TAKEN FROM CARTERET
;SEC DCTaI~;, 5H.21 i EX. WELL t .NOT IN SERVICE I ~:OUNTY TAX MAP. _1 I
x~ 6" SE RVICE I APPROXIMATE LOCATION Of~ URNE`_~ ANC PARKING AREAS PRAWN FRAM
APNkuXIMATE LOCATION OF PROPOSED ~ I GROUNDWATER MONITORING WELL Nn. 1 __E~• 6" I INFORMATION TAKEN DURING FIELD 085ERVATION AND MEASUREMENTS. I
c ~ _ SER'---C LOG T. FROM DISPOSAL F]ELD ND. i - VICE CUT AND CAP EX. 3 ND CAP EX. 3° WATER LINE ~ JESiGNATED .GREEN AREAS ARE ESTABLISHED AND SHALL BE MAINTAINED
~ 'r- - AND INSTALL PERMAI NSTALL PERMANENT BLOW OFF iN ACCORDANCE WITH REGULATION ISA NCAC 2H .0404 (g) (7
BEYOND SERVICE LOi _ I BUILDING A AND POI 'D SERVICE LOCATION FOR ' " SOIL BORING; TO EVALUATE THE PROPOSED DRIP DISPOSAL FIELD AREA ING A AND POOL HOUSE. ,
EX.4" POOL. HOUSE Cu i AND CAP Ed. 3 SEWER SERVICE WERE TAKEN AT OBSERVATION WE Lt~~ IOWi 1-E AND PUMPING WELL (PW) t
WATER LINE AND INSTALL F" NOTE: FEPMANENT BLOW OFF 8E'rGND EX. SEWER SERVICE ~ ~._OCATII)N5. EWER SERVECF FOR POOL HOUS'r_ '
>ERViCE I.OCATiON FOR ~ MAY NEED TO BE REI fED TO BE RELOCATED, CON~RarTOR
BGIIDING J. ~ IS TO CONSl1LT WI TI i' ~ LOCATING EXISTING ' CONSl1LT WITH ENGINEER AFTER ING EXISTING SERVICE.
~ ~ , POOL
~ PORTION OF WATER LINE IN AREA -
1 APPROXIMATE LOCkT nF PROPOSED CISPOSAL FIELC / GROUNDWATER MONITI XIMATE LOCATION OF PROPOSED REVISIONS DWATER MONITORING WEE! N0. 3
TO BF ABANDONED iN PEACE. 100 FT. FROM DISPI T, FROM DISPOSAL FIEL6 N0. I Mo. B) DATE DESCMPT)ON
~ ~ T KPC 2/2~/a awo REVrEw
~,c 2 xPG 3/22/1)! CA11A APP.
r AEk r'

c FROPO.,ED SURFACE DRIP C~SPQSAL FIELD N0. 2 AREA LE;~ENG:
iSEE DETAILS. SH. 21 APPROX. APPROXIMATELY ExISTING CONDI>-ll.)NS MODIF1CATi0N P! AN
' r'RIMAR;' DUNE AREA El-. ELEVATION E.X. EXISTING
FH FIRE HrDRANT
t INV. INVERT MH MA""DLE - WASTEWATER DISPOSAL SYSTEM REPLACEMENT -
i N.T.S. NOT TO SCALE
APPROXIMATE L(~~.:A[lON OF PROPOSED ow oesERVATioN WELL A1LAN'IC BEACH. CARTERET COUNTY. NORTH CAROLINA OE OVERHEAD ELECTRIC
1 's~!;NF OF , GROUNDWATER MONITORING WELL N0. ? "~'~_~r-A-e~-~ECETatIOH 115 FT. FROM DISPOSAL FIELD N0. Z ;,v,_ f'OLYVINtL c"LURICt DESIGNED
Pw PUMPING WELL CLIENT SOUTHWINDS ~:ONDUMINIUMS H~_IA uE UNDERSROUNL" ELECTRIC ~/o COL TON CARAWAN Rp~
NOTES: WL WATER LINE DRAWN.
1. ALTERATIONS '0 EXISTING TOPOGRAPHY IN AREA OF PROPOSED DfSROSAi. FIELDS ARF SHOWN ON SH. ,~+1ipq ADURE`~~ P.O. BOX 818
~h~ ATi AN1 iC BEACH, N.I,. 7851: KPG ~N cARO ti _A CHECKED
~ nlc~rxe~ FIF~. n eN~ec cue; i uF nF;~r,NarFn ~.~arcu eacn~.
(SEE GENERAL NOTES -0,~ NHUNh 252 12'4t--2318 RDC
a• .e
;c 1, APPROVED SEA g, STROUD ENGINEERING, P.A.
00 30 0 60 120 MEAN HIGH WATER 13343 - - RUC 151A HIGHWAY 24
SHEET *1 OF 4 503.68 EHEAD CITY, N C.28557 DATE •.NGINE.•
- - 24'18'/E PROJECT * PM 626-1-1 584° (25) 7-7479 8/30/00
DESIGN FILE 626\626-1-1\626-1-1 dgrn ATLANTIC OCEAN D. G3 < U S C A L E
ONALD D. CULL PHER E. 1 " 60'

~~,s z N-,. ,;m, .
$ MIN.
~--SU LY MANIFOL(~ 1
~r z z ~ s c ~ e s, t 9 ~ ~ 2" SCH. 4U PVC DISPOSAL FIELD N0. 1
3 SCH. 40 PVC RETURN LINES NO TR SPASSIN AIR VACUUM RELIEF VALVE LENGTH = 5l~ FT. - INSTALL AT HIGH POINT OF ~ I LIN N0. T TAL L NGTH (FT.)
E G MANIFOLD (SEE GEOFLOW DETAIL ~
DRAWING N0. 522 IN TECHNICAL i I 1 87
AUTHORIZED PERSONNEL ONLY t SPEC[FICAT[ONS) ~ I 2 87 ! i I 2 SPACING. TYP. 3 87
I 4 87
3 SCH. 40 PVC SUPPLY LINES ~ I 5 87
AREA CONTAINS WASTEWATER I I G 87 7 7
EFFLUENT DRIP IRRIGATION DISPOSAL FIELDS I I 8 87
I i 9 87
PERMITTED UNDER NCDENR- OWO WO I I 10 157
NON-DISCHARGE PERMIT t2 MIN. NUMBER Wfl0018y92 g ~ 11 153 gg~l 1 149
LIMIT OF DISPOSAL AREA I 8 $ a ~ 13 145
FOR INFO. CONTACT I 14 141 ; n ~ N ~ ~
PROPERTY MANAGER I g~~~ , 15 137 I gg~~ ~ ~ 16 13
AT ?q?-2318. og~;~`' ' 17 19
FOR EMERGENCY CONTACT og~~~ i 18 125
SYSTEM OPERATOR a ~ ~ I 9. ____.1 ~1_ _ pp pp p p p p p p ~ r 0 0 0 O O O O O o " ~ I
AT 24?-9167. r w ~ 4 (-LOCKSI IF ELBOW AT BENDS, TYP. 20-_____ _117_ _ ~ ~ ° ° i (SEE GEOFLOW DETAIL DRAWING 21 113
r/ C-- - I I NU. 502LS [N TECHNICAL 2 109
~ i PECIFICATION53 23 _ 1 5 y
i I ?4 101 -------rroo- - - 25 9
I M 44.00
~--3 r, X kEDUCER ~ POSTED BY SOUTHWINDS HOMEOWNERS ASSOCIATION I I ~ - ,6. oo ~ _ - ~ T 0 T A L _ ~ 815 ~T I ON I - `
1 i - - 4 i - _ _ 1.8.•00 _ - c
. "err ti ~ ~ ,,ATE VANE ~ I ~o.va I sz. nn
I SIGN DETA IL - _ I Sa,OG
s ~ PROPOSED CONCRETE ~ ~ I ~ 56.00 , - 1A
J N.T.S. RETAINING WALL ~ I 58.00 _V_~-
0 El-. = 13.0 ~ _.--..,F.______4--___ 4.____-t~-____ SIGN NOTES. TP ~ I - ---60~nU_ _ _ _ l` I ~ i 1 I I 6:.00 15
a 1 6,.00
r ~ ~U ~ 1. SIGNS SHALL BE POSTED AT EVERY CORNER i ~ AND EVERY 50 FEET BETWEEN CORNERS OF ERY CORNER I - ORNERS OF I i__ b6.oo__~__ I
f' DIPOSAL FIELDS. 68.00 I - _ _ _ _ _ _ _ , r
AIR VACUUM RELIEF VALVE ~ i
i ~ 2. SIGNS SHALL BE MADE OF WEATHERPROOF ~ i EIL ~ ~ MATRA. HERPROOF a~ INSTALL AT HIGH POINT OF
~ ~ i MANIFOLD cSEE GEDFLOW DETAIL ~ 2 3~ s 6 i a s ~
I M ~ ~ 1 DRAWING N0. 522 IN TECHNICAL SPECIFICATIONS)
,Y I , z 3 ~ s~ 6 z a 9 ~ , ~ RE ~CURN MANIFOLD
r ~ ~ ~ D I SPO>AL F i ELD N0. 1 --SLiPPr.~ ~AANI~~~,~, ~ .~'N. 4~I PVC
f , _ _~_---,---1 it i ~ ~ _ I ' ~ ' ~ ~ ~ h, q', r ~_i_,V~,i~ A LiNt ; i-f. ail FT,
r ~ _ r ~ ' ~ D I SP!J~AL AREA - 5630 SF , ~ I I , , U~.NC s~1 ~ E N~,~1W 1 INE I _ , 33 F T. ; r T~,, ( ,T, a'„1 T
~ . ~ ; _ N0, OF DRIP LINES = 25 ~ i ~ ~ I i i M~_. ~ L. N ~7 ! f'j - ICJ ~ I . I i I ~ i ,
d ~ ;t r. ~ ~ - 7 __2 X ~ i SINE SPACING - ~ FT. ' ~ I ~ A , _F I ~ ~ ~ Ifs ~ ~~I,M ~FLIE ~A,.dE
, LENGTH OF GRIP LINES =VARIES !SEE ENLARGED ENLA„(~tR - ~ t, I ~ ~ I I ~ I 'T 4T =N~ARGED VIEW) I I i ~N. Ai ~ F~n,Nr
~ ~ TOTAL LENGTH OF DRIP LINE = 2815 FT. _ _ MAN1FiOLE.r , -~t.E. vEGF~.UW ~!ETAI~
i ~ _ _ ~ ~ ! EMi T T'ER SPA(:-ING = 1 FT. i ~ ~ ~ ?CRAW NC~ N[1. 5I? i I T ~~~~un IrJyl I i l k ~ , SPFCiE I~'A~ f~1N5
~ 11 ! T T - 1 ,0 AL EMITTERS 2815 ~ ~ ~ ~
~ _ _ _ I ~ I ~i
i 12 i ~ i ~ ~ - _ _
I i ~ NCITE~:
i ~ ~ I ~ ,
r , I I I ~ SEE SPECIFICATIONS PROVIDED BY GEOFLOW, INC. ' ~ ~ FOR SYSTEM COMPONENT DETAILS AND SYSTEM
3 z 1'~ ~ / I I ! I ~ i ! INSTALLATION INFORMATION.
1~ ~ GENERAL NOTES: i i I ' i i
.f _ I 2. CONSULT PRODUCT(S) MANUFACTURER OR SUPPLIER
~ ~ ~ ! 1 . AFTER INSTALLAI ION F ~ - ~ 0 SURFACE DRIP DISPOSAL ~ ~ ' FOR ADDITIONAL INSTALLATION INFORMATION. DISPOSAL 8~ ~ ~
~ ~ i , ~ ~ ~,i FIEI(~. PLANT AMERICAN BEACHGRASS SPRIGS ` ' ~ ~ ~ ~ BETWEEN DRIP LINES AT 2 FT. SPACING. RIGS I ' ~ ~ + aF;~ER S'iS~E_M STAR1 I)P. VERIr•~Y DRIP FIELD PRESSURE ; ; f
~ i. i - 3 „ _ , ; . t'5 PSI DESIGN) AT THE A[R VACUUM BREAKERS.
~ ~ ~ ~ ' 3'~ ATE UAL VE t. ]NSTALL ~q NYLON ROPE SECURITY FENCING AROUN[ ;ING AROUND ' ~ ' ~ _
~ DISPOSAL FiELO~S). EXACT LOCATION TO BE ~ ~ _ DETERMINED BY H M WN RSA IAT N. P TO BE N. ROPE ~ ~ ( ! ~ ~ ~ I
~ 0 EO E SSOC f0 RO E ~ FENCE TO BE SECURED BY 4" X 4" WOODEN P 5TS A 0 ~I ~ ~ ~ EN PO5TS AT , I ~ ~ WA_,TEFLOW Pf pRIPiINE
~ ~ ' " 6 FT. SPACING. POSTS SHALL BE 3 FT. NIGH AND 3 ~ REOUCEl=~~ . NIGH AND I } I MODEL NC. WFPC 1G-4-1?
~ ~ ~ ~ , ~ INSTALLED 2 FT. DEEP. NO TRESPASSING SIGNS ING" SIGNS ' ~ ~ I ~ ~ 1" MM IAM T~R I i I I b D. EE i~ I, ~ -
i , ~ SHALL BE POSTED AT LOCATIONS VISIBLE TO THE ~ ! ~ PI IBl 1 C (SEE S ;N TA 1. I( DF (L AND NOTES E TO THE I ~ ~ I ~.0~ ~FH ~MITTER I LOW R.,TE I ( ~ ~ ~I IPA ~ ~ ~ , R(1V,. FU K~ GE OFD Ow, IN(:. ,
i I ~ ' ~ ~ ! j ~ ~ ! DISPOSAL FIELD N0. 1 I ~ I
~ ~ ~ ~ { ~ _ I I ~ I N
` _ 1 ~ i i ~ ~ ~ .J .J_~ I ~ ~ I ~ I I SINE N0. TGTA LENGTH (FT.) ~ ~i L I ~
i ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ 7
i ~ ~ w ~ ! I _ ~ Vq I I I ~ ; ~ ~ , ~ , ~ ~ 7oTA ~ F
~ ~ ~ ~ ~ ~ I I ~ ~ ~ ~ L E ~ ?8 i ~ I ~ ~ ~
i ~ i ( i ~ l i l i ~ I, i I (iiI li II !i dill ~
~ i j. ~ r ~ ~ i i 1 ~ ' i 41
~ i I I i ~ ~ : f' `d A ti Ni FI E ~ ! L ~ 4 AL ~ E
1 q ~ , . ~ Ul~1P L1Nt`~ SHALL MAINTAIN
~ u ! i t , i ~ A 25 F 1. SETBAI,K FROM POOL AREA ~ MAN 'I F ^ '-~r ; r fi _ _
f w 11RAW1N N~. 5 ~N .E-i N~IICH T - - N MANIF~~~ --i`5(•- LOCK,. [w' F ~T~ING~ ~C;R -F," - .
~ ~N SCN. ~1U r'J~. MANIFOLD OONNt~-, ICiNS, ?YP.
~ ~ i i.LNGIH E~~, ~'{_R llnir' L~Nc '~t.~ f.l~Ut..W DETAIL DRAWING Ni). 505A ANJ
1 q ~
' - - n rr a _ L X 5 ~ 1
_ ~ i ENLARGERS 25 IN. ~ r
~ - SURFACE DRIP ISP A ~ ~ D OS N A L. ~ I E~ ENS.. RGE. V W
C - _ 1 - - - • - D IE
N _ _ , _ _ r ~ K N. T..,.
~~~i -AMERICAN BEACHGRASS SPRIG,
~ ~ ~ TYP. (SEE GENERAL NOTES)
DISPOSAL FIELD N0. 2
R = ~ DISPOSAL A EA 5632 SF REVISIONS
F = ~ N0. 0 DRIP LINES 3~ No. 5r DATE DESCRIPTJON
LINE SPACING = ? FT. , t KJ~tS 2/26/0! OWO REVIEW
LENGTH OF DRIP LINES = 88 FT. ~
TOTAL LENGTH OF DRIP LINE = 2816 FT. ~ ~ ~
EMITTER SPACING = 1 FT. ~ ~ ~ I
TOTAL EMITTERS = 2816 ~ ~ . ~ ~ ~ ~ ~ ,r 1/ 6 _ LLGENu: -

- ~ F1. FE:? SURF-~,~:L uRir We~~T%WATER DISPOSAL FIELD LAYOUT AND DETAILS SURFACE DRIP D i SPOSAL DF I GN NuTtS : i ~;r; ~ t'A ~ ~ k , Y~
C ~ tL~NS PE CA ~ GPH GA'~t_ONS PER NOUR
N TE: 0 DAILY DE>IGN FI OW = 45,i~Q(j i;P[) I PVC POl YVINY! CHLORIDE-
I 1 1. QAD I NG RATE _ 4 GPDi SF F sOUARE ~ EE.1 _ I -WASTEWATER DISPOSAL SYSTEM REPLA EM NT
EXISTING UTILITIES IN DISPOSAL FIELD ~ ~ ~ -wASTEfLOW. _ ~ F~ . Y 1 C E DISPOSAL AREA RED' D - i 1 SG ~;F ~ T P.CA~.
y DRIP L[NE AREA ARE NOT SHOWN FOR CLARIT,. ' ~ ~ c { ATLANTIC EEACH. CARTERET COUNTY, NORTH CAROLINA DISPOSAL AREA PROV C 11,~6L I
16" STAINLESS -SAND EXISa ING E.LEVATIuN CUNIUUR CLIENT `..OUTHWINDS CONDOMINIUMS HOA DESIGNED
STEEL SOD STAKES TOTAL LENGTH OF DRIP LINE =ri631 FT. ; r/n COLTON CARAWAN RDC
(4 FT. SPACING) EMITTER SPAC I NfiI = 1 F T . ~ 2 - PROPOSED ELEVAT 1 uN CGNTpi~R
r ~ ~ ~ P. o. Box e 1 s DRAWN DOTAL EMITTFR_~ = 56_:1 ,ADDRES~
I I EMITTER F! LIWRAF = ~~.~1? PN ~ AILANTi~ BEACN~ N.C. 2851'2 KPG
I I L . CHECKEDJD
PHONE '52-L-A -2318 RDC RDC
20 to o 20 40 DRIP LINE INSTALLATION DETAIL A I L STROUD ENGINEERING, P.A. APPROVE~
SHEET * 2 OF 4 N. T. S. - 151A HIGHWAY 24 HEAD CITY, N.C. 28557 DATE
J __.L~.
PROJECT PM 626-1-1 SCALE 1" x 2) 0' NOTE: DRIP LINE IS TO BE HAND INSTALLED IN ACCORDANCE )RDANCE f2`2) 47 747 8/3SCALE
DESIGN FILE 626\626-1-1\626-1-1 dgn WITH INSTALLATION DETAIL.
RONALD D. CULLI HER .E. 1 "

_
.ray
Z O
_ ~7 --i
2
u
3 SCH. 40 PVC RETURN LINES

i
3" SCH. 40 PVC SUPPLY LINES
,

. EDGE OF EX. ASPHALT DRIVE STA. 0+00.00 r
STA. 2+19.20 EDGE OF EX. ASPHALT DRIVE LAMA SETBACK
EL. = 8.00 EX T ~ _ IS ING EL. 17.00
PRP =1 . 0 OSED EL. 4 38
g;
y~.
PROPOSED CONCRETE
RETAINING WALL TOP EL. = 13.0 ~ s

' ~ , d y 20 _ _ _ _ . _ _ _ _ _ _ .
, , r
,
~ ~ DISPOSAL FIELD N0. 1 ~ , ' _ _ .

' i DISPOSAL AREA = 5630 SF r~ ~ ; N0. OF DRIP LINES = 25
~ ~ ~ - LINE SPACING = 2 FT. 20 _ . _ , . ~ ,
i ~ _ r LENGTH OF DRIP LINES - VARIES
_ V ~ ~ ~ TOTAL LENGTH OF DRIP LINE = 2815 FT.
' i EMITTER SPACING = , 1 FT.
_ ~ : ; ~ TOTAL EMITTERS = 2815
~ ` v, , ~ 20 ~ Y
i. i EX. DUNE GRADE ' '
~ i
~ 11
~ _ _ 18 _ ~
j
12
r r---
.~~._w_~___._.~.. ~
~ PROPOSED FINISHED GRA ~ ~ _ DE / ` I
~ 13 g ~ 1 v J ~ / ' ,i
14 1 / i
.iF--- T-- Z O .Z i ~ ~ ~ J ~ 0 -
r I ~ ~ ~ , i I~y -.5
Q - , t , ~ y Q
i i W > 14 W ,
~ ~ J i ~ , ~ W J W
v ~ , ~ I a
r ~ 1 .1 ~ , ~ I i i ;
DISPOSAL FI LD N . ~ E 0 2
,i , , 12 - - - ~
, j i , DISPOSAL AREA = 5632 SF
' N0. OF DRIP LINES = 32 i ; _ ~a i,;
+ ;i LINE SPACING = 2 FT. i ~
L N T F - , E G H 0 DRIP LINES - 88 FT.
~ TOTAL LENGTH OF DRIP LINE = 2816 FT. 10 ~ _ _ ~ _
~ EMITTER SPACING = 1 FT.
` ~ ~ ~ ~ TOTAL EM TT R = ~ I E S 2816 ~ ~ v1
, ~ , ~ ~ ~ i
~ ~ ~ , ~ ~
N , a ~ Y
~ ~ i x 1
i i i ,
~ ~ ~ ~ , , -X . x x ,
6
017. ,
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 o a o 0 0 0 0 0 0 0 0
17.9 ' % - - _ ~ 20 C - _ . ~ ~ a AMA SF - - , ,•9 t ~ } ~ ~ o N Q lD CO O N Q
jQACK O U U c j O ~ r- r r- r~ N N
~ 0 _ , ~0.7 16.R
STATION I FT.)
~ _
8.b

PRIMAfZ~' DUNE ELEVA rIONS i 7.9
oM.
0 15.6 ~ 21,1 REVISIONS-. ;
~a sr a~rE a~~au
r ~ ~~ia Po Et,~rio'~s
~J \ 1 ~ ,
20. 1
`r,
NOTES. 0 12.5 LEGEND
15.3 U 1. PRIMARY DUNE AREA 1S LOCATED 1N FL000 ZONE FL000 ZONE VE (EL. 121.
13.9 0 P EL. ELEVATION SURFACE DRIP WASTEWATER DISPOSAL FtELD AREA 5I~CTIAN , EX. EXISTING
13.9 0 DIS OSAL FIELDS ARE LOCATED 1N FLOOD ZONE 16.9 rte. VE cEL. 12 LOOD ZONE X AND ZONE FT. FEET
MSL MEAN SEA LEVEL
18.6 REF: FIRM COMMUNITY PANEL N0. 370044 0002 E, R N0. NUMBER 0002 E, REV. 11/9e -WASTEWATER DISPOSAL SYSTEM REPIACIEfi~P~i'i SF SQUARE FEET
0 0 15.3 16.7 STA. STATION ATLANTfC BEACH. CARTERET COt1NTY, NORTH CAROIIMA
0 ESIG I'r CLIENT' SOUTHWINDS CONDO<t41NIUMS HOA ~ EXISTING ELEVATION CONTOUR c/o COLTON CARAWAN
~ 14.4 1~.6 RDC- ti
0 RA N~ 12 PROPOSED ELFVnTiON CONTOUR ~~~~M~+~ ADDRESS P.Q. BOX 818
~ ~ a ~ 1 1. 1 14.8 at~~_.,,, h~ eT~ Aairrr oreru r ~oe~~ YOC~
NE OF STAB E %V-A"LIAM, MIL/'11YI 1\. DC Hi-rl9 11- LOJiL FAT JR
? 20.1 EXISTING SPOT ELEVATION PHONE: 252_2'47_2318 KED*
20 10 0 20 40
SEAL flV STROUD ENGINEERING, P.A.
13M3 151A HIGHWAY 24
SHEET • 1 of 1 PLAN VIEW / SCALE H 1" - zo'~ YORL~ D CITY, N.C. 28557 :
PROJECT PM 826-1-1 / V 1" 2' t2 24 7479 3/E~~
DESIGN FILE 826\626-1-1\626-1-1.dgn
RONALD A CULL R P 1 s
.a