SW8100807_APPROVED PLANS_20121207

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 (0 0401
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 a 12 of
YYYYMMDD

N
WALKER HAROLD D & DEBORAH S
ZONED: R20
CURRENT USE RESIDENTIAL
i
APPROX. LOCATION OF
PROPERTY LINE AS
TAKEN FROM COLUMBUS
COUNTY CIS
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LANE ROBERT J & REBECCA
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ZONED: R20
CURRENT USE RESIDENTIAL
oy 3
� 1
EX. 12' CM
INV.=95.57
I N/F IMMEDIATELY SEED & STABIE.I.P. LINE MARKER
LIZE SWALE /5 \ \ NO 214 (SAM POTTS RD)
FAULK ARTHUR GLENDALE� FAULK ARTIHUR GLENDALE WITH EXCELSIOR MAT PRIOR TO ANY RAINFALL /
ZONED: E S R O& MARY JANE S EVENT (FROM 3' UNEXCAVATED SECTION
ZONED: R20 4.27° / CHURCH ST
CURRENT USE RESIDENTIAL EI.P. 3' SECTION TO OF SWALE /5 NOT TO BEWMSTREAM INVERT ONLY) E.I.P. CURRENT USE: RESIDENTIAL
L.'�BEGIN PRIVACY FENCE N 89'54'25" E 350.19' N 89'54'21" E 567.57' TOTAL EXCAVATED UNTIL SITE IS STABILIZED
5'z10' RIP RAP SECTION
rilELEV=100.35
88.52' 84.51' 81.0' 77.91' 18.24 57.35' 89... 215.0 90.80'
... ... ... ... .._ (THICKNESS-,')
8.63 8.04 7.32 7.63
LIMITS OF OISTURBAN �SWALE BEGIN TEMPORARY AIE SFcIT I�f V-95 9 UMITS-OF DISTURBANCESILT FENCE NV=APPROX. 94.2 (MATCHc------�--11�PMAiyi EXISTING DITCH INVER r-- 1 r------I r--- 1 r 1= ---------- ---- U E CAoSS SECTION AS SWALE /5nFILL IN TEMPORARY WALE /5 ONCE SITE IS STABILIINV=95.02
AD END TE10 RY/SWA • INV=95.,7 - � SITE
MIN. BLDG PAD I I I I N I MIN. G PAO TD APP EC z11'IN/FMIN. BLDG PAD \ \ / /� i i MIN. =BLDG PAD i I ELEV-99.45 I ELEV=99.1 I I MIINN. BLDG PAD I I '1 \ \ Q / 1AIN. BLDG PAD (THKKNESS=,') 0� ZONED: R20CAMAW
(mil\ / ELEV=98.65
PROPOSED CURRENT USE: POND
DRAINAGE
I I 1 I 1 j I I 7 \ \ 20,045.78 SF / V>�* Q // et EASEMENT
20,003.41 SF I 11 4 1 I 1 - 0.009.56 SF \ - - - - / / 20.068.31 SF /
I 20,002.54 SF I N I 20,0o S I N I I 20,006. SF II I 1 56.45' \ \ / PROPOSED /
�I / C
EASEMENT k•�
I I I I I I I I N\ \ / .27 jAe / .y� • V• EXISTING TOWN POND
CE & 20,130.70 SF 471.1MIN. BLDG PAD
cEy
qI2'
` Ga"F\
CO
EASEMENT I I I I i I I I I E1Fv-sz7s �� w.M. y a� v r oqk o�
• ROCK DAM STONE SPILLWAY DURING 3 S' Ent'
is" RCP - - J L - _ I PR 10'I I I I I /_ / aW 1i {•°:•:• CONSTRUCTION TO E CONVERTED
INV-97.49 - _ _ J UTIU T fo ''v\ / TO EMERGENCY SPILLWAY Y f - _ ASEt�EN I 1 1 I - 1 I o-p 1-36' RCP 3/i/f pAk C
TRANCE COLUMN I'll TC-96.69 - J ` - - � I I I I / rj- INV=90.68 ST
.1_ _ J zo., 36.5, sF I
INV-9276 CB-2 - _ _ JI I i / TC-98.58 WI=9'
87• - I� PRO I V-96. - - - - INV=90.50 C^ , TEMPOAF RE 1-13
=9� ' ' I - •\ \ W C� "`�S pSA
_ PROPOSED 6' WA MAIN SIT AREA=15.52 ACRES ry� �1 y ST `�T
W W -.37' CB-3 SDM_ / 10� ~ INV-90.68 \
W W.M. 18 - 77� - FjN V 9092 TOP=96H75 / / . GJ �'Ly I f CrPR f
3 W W w• 750' -- INV(IN)-S-91.2� �� g WACCAMAWNHOLDINGS LLC I ST
.4. - INYie90. - 1A1 "�' CC_7 / ZONED: DIN
_FM TOL BA DRI 18• 8' Cx W W -- G*. 4S T V �..42 \ CURRENT USE VACANT 0 PUBLIC I
- r FMB R W � 95.75 W W GV' f Q4
6z _
• 1 84.32 ' - WM FM• R 2 x25' i
- - _�10'3 g' �► (ROCKDURING �
AI Ell _ Fl"� FLUSHING � y \- CONSTRUCTION) L--. -. .. -_. VICINITY MAP
N 115' RCP (sEE � DO
1 INV-97.22 -� 167, f4 r O 3 36' RCP
tp 23� 1��-- in 0G INV=90.25 B \ SCALE: 1•=400•
PROPOSED E-ONE IfIY_$ygZ n
.3 PR Ir _ - - - - I FORCE MAJNS 2.5' s1
wz=a.as' 1 1- w\
T=1• I I - - _ I FM I •' a, -1 P Own
O I 1 I7 I �j I I I ~ I I 2' SDR21 p�?1 �'U I ORS 3P N
"-il Ij' I 97.+3 I I 1 i PVC FM �t ^' i WACCAMAW HOLDINGS LLC \ \ I SITE �o� U5 j4r6 �Al+
I (� I 20,948.66 SF y
Z I0.003.27 SF io 20,003.17 SF I 20,aD2.69 SF J ZONED: DIN
MIN. BLDG PAD I r I I _m 1 I i. 96.64 MIN. BLDG PAD Wy, I^ CURRENT USE VACANT \ I j NO 214 (SAM POTTS RD)
N I a LS'zY c BLOWOFF ` a
ELEV=99.3 I N MIN. B 8.7 PA I '� I MIN. BLDG PAD +:, �9�.8 g8.91 INCREASER ~
4.
FM (SEE
Pud I ELEV=98.25 I i .
& I FENCE & NOTE 3) I I I V 95. 23't' � ' \ 1.5 P SDR
C FM
MAINTEN 6.) I I I \ FLUSHING 4�•T3 A • 9 •O• /PROPOSED 10' DRAINAGE
3 EASEMEN I 915.0 \ \TATION \/ & UTILITY EASEMENTMA
Tc=Ce \ PROPOSED ' �y4jF' SCALE: 1Y 5000'
1 . 21.974.74 SF / MIN. BLDG PAD DRAINAGE NOTES:
,] I i • ` I . / INV-922 ^ ELEV-97.8 EASEMENT 1. DISTURBED AREA 620.086 S.F. - ±14.24 AC.
I + + I . . W . W I . y MIN. BLDG PAD / \
,. . ELEV-97.7 / / o N till \ 2. UPON /STABEnPES ON OF ANY PHASE OF ACTIVITY SIDE SLOLOBE
y SEEDED/STABILIZED ALL LIZEO WITHIN 21 DAYS OF NO CONSTRUCTION, AOTHER
+• . + �• + + • • .I • • I • . + I• + / / 98� / / - r lL 1�p Z\ \ SCALE ff DISTURBED AREAS WILL E SEEDED/STABILIZED WITHIN 15 DAYS OF NO CONSTRUCTION.
.I. WETLANDS • IW
• + I • • / / y \ '1 3. SOILS ON SITE ARE MAINLY. GRIFTON (Gt) & PENOER (Pe). NOTES:
.L -� I - J - r J. / / l / pc�All \ 4. TOTAL PROPOSED IMPERVIOUS AREA ON SITE - IOZI14 &'--
�- -�- -W= / �j 5'A \ \ 6. ALL WATER MAINAD SLS BELL 6'PVC( NCOOT SDR 21 STANDARDS.
UNLESS NOTED 07HERVASE SEE 1. Topo provided by Hanover Design Services, 1123 Floral Parkway,
21.556.29 I 't�cf'^Ny \ ( ) ( Wilmington. NC 28403. Phone: [phone]
... / /
1 • W • W W a / / / PROFILES) WITH A MINIMUM 3' COVER. 2
•.05• . 40' QjRAIN T � 12' \W 5�6 / / MIN BLDG P P o Q- ''� \ 33. 6 O1 A portion of 4 existing contour lines were removed due to the
N OS'n55'37W E 19181 •. ELEV-97.65 s �y \ 7. FORCE MAIN SIZES AS INDICATED ON PLAN WITH A MNIML 3' COVER. removal of an existing upland ditch.
N/F 8. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER (MAIN;. & SERVICES) AND 3. Site is zoned R20.
76. J9 \ < / SILT FENCE / o / 30.838.55 SF9 �s-\ P� WACCAMAW HOLDINGS LLC SANITARY SEWER (MAINS & LATERALS) IS TO E 10' ET+1EN EDGE OF PIPES
'90.8Z \ ZONED: R20
. 7 96. ,• S •> • . \ \ / / MIN. BLDG PAD �N 30 DRAINAGE CURRENT USE: VACANT 9. VERTICAL SEPARATION BETWEEN WATER (MAINS &SERVICE' AND SANITARY SEWER
zEX. YRV.9 - � � y_ .�,_�,. � -� � / ^ / E1EV-97.65 \ \ EASEMENT (MAINS &LATERALS): NOTES:
1y. ,� •, / LIMITS OF ISNRBANCE . . \ WATER OVER SANITARY SEWER: >18. OR USE D.I.P. (ON BOTH) 10' ON EITHER SIDE OF 1. SURVEYED IN NOVEMBER OF 2005.
2
AREA COMPUTED BY COORDINATE METHOD.
�aT'S i • / . . . . CROSSING PER 15A NCAC 02T .0305(g) IF MINIMUM 3.. FOR REFERENCE SEE DEED BOOK 375 PAGE 825.
M 6 "• • . ,. .. N8 . . W�� ..� y �., . .. \ \ \ SEPARATION CANNOT E MET. 4. ALL CONTOUR LINES BASE ON ASSUMED BENCHMARK OF 100.00'
I 1. - ,r 1 / // / `� V` ` ` W " " �� •' \"� " '( \ SANITARY SEWER OVER WATER: USE D.I.P. (ON BOTH) 10' ON EITHER SIDE OF CROSSING.
MIN. BIDG PAD 1W \ . . � \ RELOCATED ' 10. A 24' MINIMUM VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER
\ \ �� ow . �� I ELEV=99.0 g / �5'7 ` \ ` 1)<q•`�` \� . WETLAND STRIP /m \ AND SANITARY SEWER (MAINS &LATERALS) OR USE D.I.F. PER 15A NCAC 02T
/ / \ . •' ` ` \ ` ` ` \ (753.99 F. N \ 0305(g) IF MINIMUM VERTICAL SEPARATION CANNOT BE MET.
. . . . ` BEGIN WEIR �1 \ O 11. VERTICAL SEPARATION BETWEEN WATER AND STORM SEWER:
\ 1G y 1 21,360.63 SF/ / / /SILT T . \ '• + . INV-94.5 •, \ \ A WATER OVER STORM SEWER: >18' OR USE D.I.P. ON WATER 10' ON EITHER SIDE OF
• • . WETLANDS. . . .� \ n CROSSING.
/ rn 8.85 I / 20.608.84 SF . . ... �\ . . W \ \ . . \ /\
\ � \ \ tp STORM SEWER OVER WATER: USE D.I.P. ON WATER 10' f»! EITHER SIDE OF CROSSING.
MIN. G PAD / " """' " " . + . \ A 12 THE SEWER LATERAL & E-ONE PUMP ON EACH LOT SHALL BE GREATER THAN 50'
qr . . . . �, . . . . : . \ 3 I FROM WETLANDS, AS MEASURED TO THE CLOSEST OUTSIDE EDGE THE E-ONE PUMP
\\ h ELEV- 8.7 / a / . . . / �� �"` "e \ ON LOTS /10-11 SHALL E LOCATED WITHIN 90' OF THE LOT'S FRONT PROPERTY LINE
/ �Nyrn °' \ / a 2 O •' "�"' \ `� '• •' ' �'� • >' 13. SANITARY SEWER FORCE MAINS SHALL MEET WATER MAIN MATERIALS, TESTING
W Goa w z I n CE I 1n \ \ / / • • • / titi / • �' • \ • • • • ?3 ` • \ N METHODS & ACCEPTABLILTY STANDARDS 15A NCAC 180
30,360.98 SF • • •�K '` ✓ . . +� . �� . . ?54• . . \ O 14. PRIOR TO INSTALLATION OF WATER & SEWER MAINS CONTRACTOR IS TO NOTIFY THE
j V+ / / O PROPERTY LINES EAST OF
PROPOSI=U�D� / / w / '•� • • • • • `^ �• • �@ • ."1 SITE WERE TAKEN FROM I ENGINEER, JEFF MAL TESTING
PE. WITH MALPASS MED ON
PC AT 910-392-5243.
�W v 3 F ,pe?�• UTILITY EASEMENT` / MEjFV=9 85 �,' //• • • • • W • • • v COLUMBUS COUNTY d5 15. NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SHE. NO WARRANTY IS
✓ • . . . �. . . v' AND ARE APPROXIMATE EXPRESSED OR IMPLIED FOR SUITABILITY OF SOILS. OWNEIR/CONTRACTOR SHOULD
* ?• / - - _* / pRpp O ZV . �,�� \ Q+' I CONSULT WITH A GEOTECHNICAL ENGINEER FOR SOILS 1110RMATION. ANY UNDERCUT
z°a y r2S• / �`'AA PROPOSED 8' Al ` i ' ` . /W DRAINA EASEMENT . . Qi� , & REQUIRED REPLACEMENT WITH SUITABLE MATERIAL SHALL BE THE RESPONSIBILITY
W . W . �D . W . . ,r•{ OF THE CONTRACTOR.
¢ P -WATER MAIN a \ / �.@ • J" . W �. • ,2.5'x40' RIP
e Q ZZ 'Z a E.I.P. 04F._ O p /NVa . . . . . . . . . . .F VNp7 �. }• RAP SECTION 16. ROOF DRAINS AND ALL IMPERVIOUS SURFACES FROM ALL LOTS SHALL E DIRECTED
w _ 3 4I BIN. q-��p / ,q AN� �( 97,8j / ge . . . - . . . . �1�/t) (THICKNESS=1.5') ' TOWARDS THE ROAD IN FRONT OF ITSELF.
air m -0 �` N R a wETCAND`sTRtp 7 17. CONIRACFORAWILDER SHALL SCALE LOT LINES & BUILD UP LOTS AND BUILDING
� af n 6 9 6 6 CQ ;P- P W O TO BE RELOCATED ` / PADS GREATER THAN THE MINIMUM SPECIFIED IF NECESSARY TO ENSURE POSITIVE
PROPOSED E-ONE ' •i W1-635
SITE CALCULATIONS
ACREAGE IN TOTAL TRACT
15.52 ACRES
TO E SUBDIVIDED
ACREAGE IN PARKS AND
0 ACRES
(OTHER NONRESIDENTIAL USE
NUMBER OF PARCELS
j
(TOTAL
CREATED
22 LOTS
LINEAR FEET IN STREETS PUBLIC-765 FT, PRIVATE-418 FT
PROPOSED MINIMUM BUILDING SETBACK & MAXIMUM BUILDING HEIGHT
50 FT (MUST NOT DIFFER MORE THAN 10
FRONT YARD
FT FROM THE AVERAGE OF ADJACENNT
BUILDINGS
SIDE YARD
12 FT
REAR YARD
30 FT
MAXIMUM BUILDING HEIGHT
40 FT
INDEX
1
COVER SHEET
2
DETAIL SHEET
2A
DETAIL SHEET
2B
DETAIL SHEET
2C
DETAIL SHEET
0
DETAIL SHEET
3
PLAN PROFILE
4
PLAN PROFILE
5
SANITARY SEWER DETAIL SHEET
6
SHEET DELETED
7
SANITARY SEWER DETAIL SHEET
8
WATER DETAIL SHEET
LEGEND
. . . . =
LIMITS OF DISTURBANCE
�-�
PROPOSED SILT FENCE
W
PROPOSED WATER MAIN
FM
PROPOSED FORCE MAIN
-
PROPOSED SWALE
CONSTRUCTION ENTRANCE (CBE
U �F. R?U 01VNA Ws \ WM. WM\ SANITARYSEWERI / 10 . . W(752.82 S.F) ! • . WETLANDS
/ W2-9.45' DRAINAGE OF RUNOFF IN DIRECTIONS INDICATED 0R NOTE /, 6.
/ qqq •^J 18. THE DEVELOPER & CONTRACTOR SHALL ENSURE STORMWATER ON ADJACENT ADDITIONAL WATER/SEWER NOTES:
N/F �� S/O @ �\ / �r �� / " i T 14• LONG ADAMNW & JO ELLEN PROPERTY i5 NOT HINDERED FROM FLOWING OFF THEIR PROPERTY DUE TO 1. ALL VALVES, SADDLES, & BACK -FLOW PREVENTORS SHALL E 95---- EXISTING CONTOURS
MARSH HOWARD J & ONICA A 3 "44 /�/ T P M \ \ L W ` W'• " " 'e ZONE:O: R20 19. SDEVELOPMENT. OFF -SITE DRAINAGE IS BYPASSED THROUGH THE SITE. 2 WATER METER COVERS SHALL E PLASTIC PATH A METAL FLIP LID. - - - - PROPOSED RIGHT-OF-WAY
ZONED: R2 0� •- / 6j• \ S .✓ CURRENT USE VACANT
�G 1 `\ 31,16227 SF / 20. ALL CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL, STATE, & FEDERAL 3. SEWER TAPS SHALL E STUBBED UP AT LEAST TWO FEET ABOVE
CURRENT USE: R ENTIAL < �( II 'vR vM/ 4 4 I@• ! • • /• LIA'1 2-15' RCP REGULATIONS & CODES GRADE ON LOTS. - - PROPOSED DRAINAGE OR
toil <%•' N / RQfq IS Of - RCPPill W 1 / /,. Ot 1
fro V 0jS w \ 'R • C a`� 1 MIN. BLDG PAD / / 9A 1 iNV=92.25 ' 21. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE TOWN OF LIKE WACCAMAW 4. FIRE HYDRANTS SHALL E MUELLER. UTILITY EASEMENT
z' ^ gyyr f q<t£ �/R@q �3� SW SIN I'S k?. ' gg 6 / �ICOPOSED W I SEDIMENT TRAP STONE ZONING ORDINANCE AND SUBDIVISION REGULATIONS 5. ELSTER METERS SHALL BE PROVIDED BY THE TOWN OF LAKE �'S X PROPOSED SPOT ELEVATION
1=� '� O Cu W j"O1VNN/F rSff Np� 34' TO #? / / WEASEMENT CONVERTED TO DRAIINAGE SPILLWAY TO BE 22 WEIRS.& RECORDED
PONDS NINCLUDING NAGE EACCESS TO NEAREST RIGHT-OF-WMENT SHALL BE PROVIDED zOR AY. PROPOSED OMEWNER'S ELSTER METERS. SWALES. WACCAMAW. TER SETS SHALL E ABLE TO MATCH UP TO
W S � 3 N CONTRACTOR SHALL ADJUST / 7k4
I„c� `� HORIZONTAL ALIGNMENT OF FORCE RRfiyOT'1'f0.• ¢ J&I) Tq� „ '� 'w I / . / EMERGENCY SPILLWAY ASSOCIATION WILL MAINTAIN ALL PORTIONS OF THE STORMWATER SYSTEM NOT 6. A HOMEOWNER'S ASSOCIATION SHALL OWN & MAINTAIN THE STORMWATER RUNOFF
MAIN IF NECESSARY TO AVOID CT </ R?o�VN I� ' ryti / "�� MAINTNED BY THE TOWN OF LAKE WACCAMAW. PUMPING STATIONS ON EACH LOT. (DIRECTION OF FLOW)
�z< 1 WITH ANY EXISTING DRIVEWAY CUl TITS, SEi Vq A @ h 'µ @p7 L/ / MIN. PAD / v \ SU' )N 23. DEVELOPER AND/OR LOT OWNER CAN NOT PLACE VERTICAL OBSTRUCTIONS, FENCES. 7. ONCE ALL INFRASTRUCTURE IS INSTALLED, PRESSURE TESTING
UTILITIES, ETC. SEE NOTES FOR C'1MT 1• / / / EL.E1/-9 6 ` \ WALLS, ETC, IN EASMENTS, EXCEPT AS SHOWN ON PUN, SHALL E CONDUCTED ON WATER AND SEWER LINES AFTER ALL % PROPOSED GATE VALVE (li
W SEPARATION REQURRMENTS /<f S• ?•` Ja / / \ PLACE 24. PRIVACY FENCE SHALL BE INSTALLED SUCH THAT RUNOF FROM MCRAE LANE CAN TAPS HAVE BEEN MADE TO 150 PSI FOR A PERIOD OF 2 HOURS.
zR&1 ' I / TIE N A'IrSOR?I n /N &0 75 / / / TEMPORARY \TW PASS THROUGH/UNDERNUTH THE FENCE UNIMPEDED & THAT THE 40' DRAINAGE DISINFECTION & TESTING OF NEW WATER MAINS SHALL E DONE IN PROPOSED FIRE HYDRANT
3 & 3 >t 2.5' SDR21 O / C, AVReW / 3 2 2 P�W ACCORDANCE NTH THE REQUIREMENTS OF THE 'RULES GOVERNING (F/H)
/ EASEMENT CAN E ACCESSED FROM McRAE LANE Ni7H A MINIMUM 12' ENTRANCE
PVC 0 RQ'TV �. 7 W TC CB^ \ PR BAFFLE 25. ANY AND ALL COMMON AREAS SHALL E DEDICATED TO AND MAINTAINED BY A PUBLIC WATER SYSTEMS'. �� PRIVACY FENCE
\ O A / 9 8 30' D WAGE - - - PROPOSED SETBACK LINE
H / 9 \ EA T I S ARTA 26. ALL TELEPHONE, ELECTRIOCI, GAS AND TELEVISION SFRVICC LINES SHALL BE INSTALLED
APPROX. LOCATION OF EXISTING / RfS/ OA N NVag05 @I � � 25,042.15 n/
6' WATER MAIN; CONTRACTOR // nq 94 �.\ / Ir. UNDERGROUND.
' TO VERIFY EXACT SIZE & LOCATION \ 27. TRAPPER LANE IS A PRIVATE STREET, FOR PUBLIC USE. TRAPPER LANE SHALL E
Wq�q N / ?�� l?4. \ MAINTAINED BY A HOMEOWNER'S ASSOCIATION. �� ® PROPOSED INLET PROTECTION
\ I /I ,,2 ,A•1�'. /INVaB?� 28. WIDISTURBED AREA TH EXCELSIOR OR MUILCH SAT THE END EACH DAY.
&STABILIZED 106 807 MCID
I I OPEN CUT WHITE OAK ROAD / "cpT �� / .\ \ / APPROVED
TO INSTALL FORCE MAIN U R?p (d4j l 29. DURING CONSTRUCTION THE PONDS WILL BE USED AS EROSION CONTROL DEVICES. T T
PROPOSED OUTLET STRUCTURES ARE TOE ONCE TH OFF WHILE THE PONDS ARE BEING USED �� }�• �{ E�E r
4CANT ,N DRAINAGE AS EROSION CONTROL DEVICES. ONCE THE SITE IS TRAP
D THEN CO DAM D 111 R RE \ P ENI
� MnN EASEMENT SHALL E INVERTED TO POND p AND SEDIMENT TRAP p SHALL BE INVERTED TO NORTH CARC�.,N:A ENVIROid��civTAL
Q/RR ? QV S / T SD,y\ /NV INSTALL 1/4' THICK / Iratrta DEVICESIBEN�GVIOUS CONVERRTEDETO SAY BE INi TORMWATER�wDS.RIOR TO THE EROSION �' UOSES ONLY MANAGEMvNT COMMISSION
l f0• 4 OP N^ •9 30. CONTRACTOR SHALL CONTACT THE TOWN MANAGER FOP THE TOWN OF LAKE ^ I I r'�* �11"ED Q; AIITY
//Se.'R N�Cy1,_ O / /N! �.) AFTER THE ROAD-AYS HAVE BEEN CUT. BUT
I� / 44 (M \>> SHEET METAL (SEE DETAIL) / PRIOR
TOWN INSTMANALLING
GER ANY AND/OR HIS WACCAMAW (PHONE IAPHALT. OR
CU SHN A FIELD CONDUCTED BY DIv�"����v: �:ihi 7'��/2
V'/ rY0 "`F / fRj q/ZN k @g / DETERMINE IF GREATER THICKNESSES OF STONE AND/OF ASPHALT SHALL E REQUIRED
T / . ALSO, THEY WILL DET
OOS 73 �Ytiv'F / IV WHETHER Aof -ft - THAN THE(HGEONGRID OR FABRIICKESSES SHOWN C SHALL BE REQUIRTHE ROAD ED UNDERNEATH THE STONNERMINE
APPROX. LOCATION �j / /`� l / T � R l / 7) N/F / 31. CRISPIN PRESSURE SEWER AIR RELEASE VALVES (COMBl4ATION AIR VALVE) WITH 2-
OF EXISTING SSMH \ \ / / / R N I.P. 8,> WACCAMAW HOLDINGS LLC NPT SHALL BE INSTALLED ON THE E-ONE FORCE MAIN . tSTEM (IN AN AIR RELEASE
TOP-97.98 (APPROX.) SQ•%n LINE MARKER s@x14• ZONED: R0 / STATION; SEE DETAIL ON SHEET 7) WHERE SHOWN ON THE PLAN PROFILE SHEETS
INV(FM)-91.44 p 44 / L rH/p�R/P R� CURRENT USE VACANT INSTALLATION CONTRACTOR
OF AIR RELEASE VALVES. TOWN OF LAKE ':ACCAMAW REGARDING
INV(CRAVITY)-90 98 (APPROX) �e�/C \ / 14 /S / \ a/• of
DATE
7-8-10
SCALE:
DRAWN:
\ n JC8
R�:i �O\ / /y \ + REW9kD m RF11aIE z 1� A110 A00 2 PONDS. 7-29-fo \\�1i11111fff/// MALPASS ENGINEERING & SURVEYING P C CHECKED
oan� GRAPHIC SCALE
50 0 25 50 100 200
\ / F)
1 inch
EET
= 50 ft
2
REIEED PER laws OF UAE YVIOrAWT1l.
e-6-10
3
IltVL4D PER N000N-I/15.
6-13-10
4
swAtE ANO REVBE TNX OF poto ite •;
e-31-f0
s
RINSED PEA NORM-0w0 1a LM& DRAKWE o$Mff AII0191D RINDS
9-23-10
6
REN4L PLR NCMR-PRIL
2-22-11
7
REVISED Pot LOON OF LANE W OMH 10 AM AN 6EIEK V VM t WM 1
+1-2-11
6
FEW= m /WORN 1101113.
6-20-12
9
REVOW PER 1110011
9+12
to
F&VYM PER MCOM lD IDAMA LADIES & 10.
6-27-12
I1REVtSM
TO DELVE 2 AG6/ST 1, OF N71NGE 14AR a
10-26-1z
REV No.
GATE
1134 SHIPYARD BOULEVARD
JBM
`�rc`�•E(,si/�''r9��i WILMINGTON, NORTH CAROLINA 28412
PROJECT NO:
` p Phone [phone]
152
SEAL Fax [phone] Licence No. C-2320
•oaeza
03
SIDE DEVELOPERS INC. 1
i Owner. 433
'
••• L
SWEET NO:
ti/ !f'1. •• \�``\ DDE1W RTH CA OLINA 28436
PHONE: [phone]
R
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K:\AutoCAD\2005\152\BRISTOL-BAY(10-25-12).dwg

Permanent Seeding
Specifications 16.11 - Specifications
Temporary Seeding
Specifications 06.10 - Specifications
(Specifictione are as per the "Erosion and Sediment Control Planning and Design Manual' of the state of
(Specifications are as per the 'Erosion and Sediment Control Planning and Design Manual' of the state of North Carolina)
North Carolina)
Table 6.10a - Temporary Seeding Recommendations
Table 6.11p - Seeding No. 1CP for: Well -to Poorly Drained soils with Good Moisture Retention; Low
for Late Winter and Early Spring
Maintenance
Seeding Mixture
Seeding mixture
Species Rate (ib/ocre)
Species Rate /ocre)
Rye (grain) 120
Tall fescue 90
Annual lespedezo (Kobe in
Pensaoolo B°hiagroas 50
Piedmont and Coastal Plain,
Sericea lespedezo 30
Korean in Mountains) 50
Kobe lespedezo 10
Seeding Notes
Omit annual iespedeza when duration of temporary cover is not to extend beyond June.
1. From Sept. i - Mar. 1, use unscarified sericea seed
Seeding dates
2. On poorly drained sites omit sericea and increase Kobe to 30 Ib/ocre.
Mountains - Above 2500 ft Feb. 15-May 15
3. Where a neat appearance is desired, omit sericea and increase Kobe to 40 lb/acre.
Below 2500 ft: Feb. 1-May 1
Piedmont - Jon. 1-May 1
Nurse plants
Coastal Plain - Dec. 1-Apr. 15
Between Apr. 15 & Aug. 15, add 10 Ib/ocre German millet or 15 lb/acre Sudongrass. Prior to May 1 or after
Aug. 15, add 25 Ib/ocre rye (grain).
Soil amendments - Follow recommendations of soil tests or apply 2.000 lb/acre ground agricultural limestone and 750
lb/acre 10-10-10 fertilizer.
Seeding dates
Mulch - Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with
Best Possible
blades set nearly straight cent be used as a mulch anchoring tool.
Early spring: Feb. 15 - Mar. 20 Feb. 15 - Apr. 30
Maintenance - Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other
Fall: Sept 1 - Sept. 30 Sept. 1 - Oct. 31
damage.
Soil amendments - Apply lime and fertilizer according to soil tests, or apply 3,000-5,000 lb/sae ground
Table 6.10b Temporary seeding Recommendations for Summer
agricultural limestone (use the lower rate an sandy soils) and 1,000 lb/acre 10-10-10 fertilizer.
Seeding mixture
Mulch - Apply 4.000 lb/acre groin straw or equivalent cover of mother suitable mulch. Anchor straw by
Species Rate (lb/acre)
tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disk with bodes set
German millet 40
nearly straight can be used as a mulch anchoring tool.
Maintenance - If growth is less than fully adequate, refertilize in the second year, according to sal tests or
In the Piedmont and Mountains, a small -stemmed Sudongress may be substituted at a rate of 50 Ib/acre.
topdress with 500 lb/acre 10-10-10 fertilizer. Mow as needed when sericso is omitted from the mixture.
Reseed, fertilize, and mulch damaged areas immediately.
Seeding dates
Table 6.11q - Seeding No. 2CP for: Well -to Poorly Drained soils with Good Moisture Retention; High
Moountain _ May 11 Aug 915 5
PdmonMaintenance
Seeding mixture
Coastal Plain - Apr. 15-Aug. 15
Species Rate (lb/acre)
Tall fescue (blend of two a
Soil amendments - Follow recommendations of soil tests or a PWY 2,000 Ib/acre ground agricultural limestone and 750
three improved vorieties) 200
Rye (grain) 25
Ib/sae 10-10-10 fertilizer.
Mulch - Apply 4,000 Ib/ocre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with
blades set nearly straight can be used as a mulch anchoring tool.
Maintenonce - Refertlize If growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other
Seeding dates
dame
Best Sept. 15 - Oct 15
Possible: Sept. 1 - Oct. 31 or Feb. 15 - Apr. 30
Table 6.10c Temporary Seeding Recommendations for Fall
Soil amendments - Apply lime and fertilizer according to soil tests, or apply 3,000-5,000 Ib/acre ground
Seeding mixture
Species Rate ore)
agricultural limestone (use the lower rate an sandy sols) and 1,000 lb/acre 10-10-10 fertilizer.
Rye (grain) 20 120
Mulch - Apply 4,000 ID/acre grain straw or equivalent cover of another suitable mulch. Anchor straw by
tacking with asphalt. netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set
Seeding dates
nearly straight can be used as o mulch anchoring tool.
Mountions - Aug. 15-Dee, 30
Maintenance - Fertilize according to soil tests or apply 40 Ib/acre nitrogen in Jan. or Feb., 40 lb in Sept..
Coastal Plain and Piedmont - Aug. 15-Dec. 30
and 40 lb in Nov., from a 12-4-8 , 16-4-8. or similar turf fertilizer. Avoid fertilizer applications during
warm weather• as this inceasee stand losses to disease. Reseed, fertilize• and mulch damaged areas
Soil amendmats - Follow sal tests or apply 2,Oo0 round acre Ib/ 9 limestone and 1,000 lb/acre 10-10-10
immediately. Mow to a height of 2.5-3.5 inches as needed.
fertilizer.agricultural
Table 6.11r - Seeding No. 3CP for. Dry Sande to Sandy Looms
Mulch - Apply 4.000 Ib/acre straw. Anchor straw by tacking with asphalt netting• or a mulch anchoring tool. A disk with
High Maintenance. Fine Turf
blades set nearly straight can be used as a mulch anchoring tool.
Seeding mixture
Maintenance - Repair and refertilize damaged oreas Immediately. Topdress with 50 Ib/ocre of nitrogen In March. If it is
Species Rate (bu/1,000 III
necessary to extend temporary cove beyond June 15. overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain) or Korean
Tifwoy or Tlfway II Minimum: 3
(Mountains) lespedeza in late February or early March.
hybrid Bermudagrom Rapid cover: 10
Seeding Notes
1. Sprig or sod (Practice 6.12, Sodding). Moisture is essential during initial establishment. Sod must be kept
well watered for 2-3 weeks, but can be planted earlier or toter than sprigs.
60' PUBLIC RIGHT-OF-WAY
2. Common Bermuda can be seeded or sprigged but does not produce a high -quality turf. It is also less
cold tolerant than the hybrids, more weed prone, and a pest in flower beds and specimen plantings.
1.5' SF9.5A ASPHALT
Planting dates
15'
2'
13' 13'
2' 15'
Apr. - July
0.5%
1 4':1' 1 4':1'
01
Soil amendments - Apply lime and fertilizer according to soil tests• or apply 3,000 lb/acre ground
agricultural limestone and SOD lb/acre 10-10-10 fertilizer. or 50 lb/acre nitrogen from turf -type
Wow -release fertilizer. Add 25-50 lb/acre nitrogen at 2- to 3-week intervals through midsummer.
7TYPE
i
Sprigging - Plant sprigs in furrows with a tractor -drawn tronsplonter, or broadcast by hand.
S
GRASS
Furrows should be 4-6 inches deep and 2 ft apart. Place sprigs about 2 ft apart in the row with one
6' ABC STONE TYPE "H" CUR
end at or above ground level (Figure 6.11d).
H' CUR
Broadcast at rates shown above, and press sprigs into the top 1/2-2 inches of soil with o disk set
\- cI
straight so that sprigs are not brought back toward the surface.
USE SAME STONE & ASPHALT (TYPE
Mulch - Do not mulch.
& THICKNESS) FOR CARIBOU COURT
Maintenance - Water as needed and mow to 3/4- to 1-inch height. Topdrese with 40 lb/acre, nitrogen in
NOTE WELL: SEE NOTE 130 ON SHEET 1
Apr.. 50 lb in May, 50 lb in June. 30 lb in July. and 25-50 lb in Aug.
BRISTOL BAY DR CROSS-SECTION DETAIL
Table 6.119 - Seeding No. 4CP for: Well -Drained Sandy Looms to Dry Sands, Coastal Plain and Eastern Edge
NOT TO SCALE
of Piedmont; Low -to Medium -Care Lawns
Seeding mixture
Species Rate
Centipedegrasa 10-20 lb/acre (seed) or
33 bu/acre (sprigs)
40' PRIVATE RIGHT-OF-WAY
Seeding dates
N SIDESOUTH SIDE
Mar. - June
(Sprigging can be done through July where water is available for irrigation.)
1.5" SF9.5A ASPHALT
4•
2•
9' 9'
2' 3' 4.75'
3' 3.25'
SoR amendments - Apply lime and fertilizer according to soil tests, or apply 300 lb/ocre 10-10-10.
0.5%
1 4'.1' 1 4''1'
•1
Sprigging - Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast by hand.
Furrows should be 4-6 in ches deep and 2 It apart. Place sprigs about 2 It apart in the row with one end
at or above ground level (Figure 6.11d)
Broadcast at rates shwon above, and press sprigs into the top 1/2-2 Inches of sol with a disk set straight
so that sprigs are not brought back toward the surface.
GRASS
6" ABC STONE GRASS
"H"
Mulch - Do not mulch.
TYPE CUR
Maintenance - Fertilize very sparingly - 20 Ib/ocre nitrogen in spring with no phosphorus. Centipedegross
TYPE "H" CUR 2:1 OR FLATTER
cannot tolerate high pH or excess fertilizer.
USE SAME STONE & ASPHALT (TYPE
& THICKNESS) FOR CARIBOU COURT
Table 6.11t - Seeding No. 5CP fa. Well -Drained Sandy Looms to Dry Sands;
NOTE WELL- SEE NOTE 130 ON SHEET 1
Low Maintenance
Seeding mixture
TRAPPER LANE CROSS-SECTION DETAIL
Species Rate (alb/acre)
NOT TO SCALE
Pensacola Buhiagross 50
Sericea lespedeza 30
Common Berrnudograes 10
German millet 10
Seeding Notes
1. Where a neat appearance is desired, omit sericea.
2. Use common Bermuda only on isolated sites where it cannot became a pest. Bermudagross may be
R35.0'
R35.0'
S 0003 ft\ft
0-10yr--26.216 cfs
V-10yr-7 48 fps
2.25' MIN. DEPTH
3' 3:1 TO EXISTING DITCH
INVERT GRADE, THEN
MAINTAIN GRADE TO
JII'�11'I�- EXISTING DITCH BOTTOM
1.5 11.5'
NOTE IMMEDIATELY SEED & STABILIZE WITH EXCELSIOR
MAT PRIOR TO ANY RAINFALL EVENT.
NOTE SEE SHALE Ill SECTION A -A DETAIL &
SWAB /I SECTION 84 DETAIL
SWALE 11 DETAIL
N.T.S.
replaced with 5 lb/acre centipedegrose. R37. R25.0'
R33 0' R35.0'
Seeding dates
Apr. 1 - July 15
4 2
Sol amendments - Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground
R25.0'
agricultural limestone and SOD Ib/ocre 10-10-10 fertilizer.
Mulch - Apply 4.000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor by tacking
R25.0O®R35.0'
with asphalt, roving, or netting or by crimping with a mulch anchoring tool. A disk with blades set readystraight
can be used as a mulch ancoring tool.
R33.0'mowed
Maintenance - Refertilize the following Apr, with 50 Ib/ocre nitrogen. Repeat as growth requires. May be
only once a yea. Where a neat appearance is desired, omit sericea and mow as often as need.Table
6.liv -Seeding No. 7CP for. Grass -lined Channels Coastal Plain, Lower Piedmont, and Dry Soils in the
R60.0'
Control Piedmont
Seeding mixture
O-
Species Rate (Ib/ocre)
R25.0'
35.0'
Common Berrnudogross 40-80 (1-2 lb/1,000 ft""2)
Seeding dates
Coastal PApr. Jul
CARIBOU COURT
PiedmontlOApr. 15 - June 30
Sol amendments - Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground
BRISTOL BAY DRIVE
CUL-DE-SAC DETAIL
agricultural limestone and Soo lb/acre 10-10-10 fertilizer.
CUL-DE-SAC DETAIL
N.T.S.
Mulch - Use jute, excelsior matting, or other effective channel lining material to cove the bottom of
N.T.S.
channels and ditches. The lining should extend above the highest calculated depth of flow. On channel side
slopes above this height, and in drainages not requiring temporary linings, apply 4,000 alb/acre grain straw
and anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash down slopes where they con cog drainage
devices.
Maintenance - A minimum of 3 weeks is required for establishment Inspect and repair mulch frequently.
Refertlize the following Apr. with 50 lb/acre nitrogen.
Refer to Appendix 8.02 for botanical names.
TEMPORARY GRAVEL CONSmuic'n0N
ENTRANCEIT
l.�ii11WZ1AjM
NOTES:
GROUND
1. FILTER FABRIC SHALL BE A MINIMUM OF
36' IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WARE AS DIRECTED
BY THE ENGINEER
2. STEEL POST SHALL BE 5' 0' IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
FILL
FABRIC
S-0.0079 ft\ft
0-101r=4.098 cfs
V-10yr-2263 tpe
'� 'S♦ DEPTH
NOTE SOUTHEIM 510E SLOPE ABOVE MINIMUM DEPTH
OF SCALE TO BE 21 TO MATCH DaSTING
GRADE AT PROPERTY ENE F NECESSARY
IMMEDIATELY SE D & STABILIZE WITH EXCELSIOR
MAT PRIOR TO ANY RWAU. EVENT.
SWALE #2 DETAIL
M.T.S.
: CLOTH
I OPENINGS)
WASHED STONE"
NOTES:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING
THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE
INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER
THE GRAVEL FOR ANCHORING IS RECOMMENDED.
HARDWARE CLOTH & GRAVEL
INLET PROTECTION DETAIL
NOT TO SCALE
TYPE SF9.5A ASPHALT
6" CRUSHED STONE(ABC)
Ia n
I ,
TYPE "H" CURB AND GUTTER
SD 7-04
NOT TO SCALE
S-M003 fl\fl
0-10yr=7.143 cis
V-10yi-1.7516 fps
\'S♦ VDEPTH
7 MN.
NOTE SOU!" SIDE SLOPE ABOVE MNIMAA DEPTH
OF SCALE TO BE 11 TO MATCH EXISTING
GRADE AT PROPERTY 1NE IF NECESSARY.
IMMEDIATELY SEED & STABILIZE NTH EXCEL"
MAT PRIOR TD ANY RANFALL EVENT.
SWALE #3 DETAIL
N.T.S.
SUPPORT ROPE TO
WIRE TO PREVENT SAGGING
1 4' 1
SUPPORT POST. 24"
INTO BOTTOM OR SIDE
S-0.003 ft\ft
0-101r-1.316 cfe
NAV-10yr-1.3686 fps
V MIN. DEPTH
SWALE #5 _DETAIL
N.T.S.
STAKE TO
SUPPORT WIRE
��OIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
NOTE: 700 G/M"2 COIR EROSION BLANKET, COIR MESH,
TREE PROTECTION FENCE FOLDED OVER TO REDUCE PORE
SIZE, OR OTHER SIMILAR MATERIAL TO BE USED AS BAFFLE.
TEMPORARY POROUS BAFFLE CROSS SECTION DETAIL
DESIGN• •' SETTLED FABRIC
OVERFILL .
•• TEMPORARY SEDIMENTFOR
14MIT
IIMIII _.11llll-lull-
"III IIMIII IIMIII IIMIII 111111 ;;::.: , II''
NOT TO SCALE
NOTE: FILTER FABRIC TO BE PLACED UNDER
ENTIRE FOUNDATION AND BOTH EARTH
ABUTEMENTS. OVERLAP 1 FT AT ALL
JOINTS, UPSTREAM STRIP OVER
DOWNSTREAM STRIP.
IIMIII=IIMIII IIIIIIJIIIII AIIII=IIIin•�Y.�::�::;::;::;:';:•";:�:::•:n .I, IIMIII-IIMIII =1-EMERGENCY
IIMIII=_IIIIII_IIAE=1 i61=16m-lilli�_•::%i::::' i:•t:•.11111=111111=111111=IIMIII=111111=111111
-IIMIIINAiRAL _IIMIII u' JIIII_IIIIII Illllr''•: •-•All IIMIII IIMIII-IIMIII=IIMIII-IIMIIBY-PASS 6"
IHII 111 II-II,-1, ' 1 SETTLED
BELOW
RAL
GROUND STONE SECTION GROUND TOP OF DAM
21 2
1 • e o ►•d.'Q4'L•a7Y'1
1
s�L"r.Li\.::i:117L' • 1 d 21
r �. 1
r v • • / 'I 21
IJ�IL:�3Ml♦1MA1
2r 1 • 2
1 7,560 1 1 1 1.5
1 /
NOTE:a . BE PLACED UNDER
ENTIRE 1 1 • 1 BOTH
::
JOINTSI UPSTREAM STRIP OVER
DESIGN CROSS1 E- DOWNSTREAM
SETTLED FABRIC
,
OVERFILL 6'
1' TEMPORARY ROCK'1 1.
a aNT
-111111tue=111111=111111=
III*6LENIIMIII-11111i_ :; ;_ 11=11111=111111==1_:::;:::;:.;..;..;..;,.;,;111111-111111=111111=I1w�_�e:;/.;e;:;i;s:;11=IIII-IIli=lliiii=111111'•:.:;•:;;.,:::a
r aIIMIII-=I%all_;.IIII=111111=IIMIII
'•': • --•Klilll=IIMIII=I11111=111111=111111=IHIIBY-PASS 6*
=111111=11T11-A=111111=111111=1, 11„=_ IIt, 11=IIIIII-
NATURALNA RAL : i 1 LE
GROUND TOP OF DAM
GROUND
STONE��•
9.'Eauff
'1
r
1
eA•�17„{.1iqglj;W' 1 II 21
X1 - 0IIL'���
• • / 1 71
i • 2 O�
2 • 1
®•
1
N�N� • 1- a• FABRIC SKIRT
DIRECTED ENGINEER GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
.- 3.
R40.0'
R44.0'
R34.0' -/
R46.0' R36.0'
TRAPPER LANE
CUL-DE-SAC DETAIL
N.T.S.
R40.0'
WHET PIPE
RAP
PLACE ONE LAYER OF FILTER
FABRIC LOW RIP RAP.
us�w>>-:a,irr,;r �Tca
0.5' MIN. DEPTH
WEIR P DETAIL
N.T.S.
;EE POND 12 DETAIL
2
MAW PER TOWN OF LIKE WAC(AM w.
e-e-10
3
IVA= TO A Alsr DEPA.
5-13-10
4
ReMM 10 ADJUST SWALE #1 & 03 DETAILS. NO MAW RDCK DAM #I OW.
5-31-10
S
MVSM TO MUST ROCK Dal JI 04W.
101-2e-12
REV 160.
DESCFAnM
oATE
�1_ I KtVISIUNS I /
MIN. YARD GRADE
W
Z
0
7 J 1rV 0.75' MIN.
LOT LINE GRADING DETAIL
N.T.S.
SHEET METAL DETAIL
N.T.S.
I ALI Fix[], IUN UJNIR'HI. MLA IRES w'll LE 'al._I! D71 ji Ev / DAYJ 11,
AT TFR FAr II R..InI rI. r)DI 11 111 (. IN- Ili . I,""I Intl II .-,rrc IMF
c :EDIMENT WILL BE REMOVED FROM BEHIND ILI FENCE `JHERE SEDIMENT
I ",p5LEE I DtFI 'JD k'F If ILF ,BkII. 1 LN. IF r1 Nh I II,' F AD I HIT.
iH Frl I AND 4CF R I H ILIN TPIP IIEII, F L IItE IIH A NE 'd LA:EP OF
I IT I I .• , NI . I
4. I HFCh .F ITiMFNI RN TN- AFTFR Pf RInP R]". I II Aril RI INLIFI
rv'IM I`�F '.FDI vlE 14, �1I I'i ii In II,i-1w IiIMF i, I 11-1
dHFN 'TDTMI NT T Il 1. ,IF In r1INF TNF 01 TI FC r'11I
^. -
AH17 [NS PCCT THC CMBnIm. MLNT ACC PIPD P_ ^.dD `_CTTLCMCNT MAIL E TELL
FROM THE RISER AND POOL AREA.
I ONI EF� DR611" PPCIFr_P�v OR F-THE Rn ,-. DI`_LOE. ECG .L
H; It :I., IMFIr II.;.FII -1,^^nE
`EMOVE ELNMFNT AND PF THTF THE TR „ L IT ORIM DIAL DIMENCIIIPF_
'CH I-I.� ....... I' . .�V. :.'.I.,. .. Ii. -µ",I :ul I...,.I
DEPTH OF THE TRAP.PLACE THE =FFWE II1T 1 kFr• ,FD ;tj THE
LIRAVFI I AI!NIi
-yF.r THr -TP TI Rr " l-01 F -." nil I,r
'EPHILP,ALLi HET_'. IHL DFFTH IJF IHr LI1 _'Wl I III r ',
MIM
FITNIHE I III RFI H TI11 nW FF NL1 THE r r-0RAII MFNI
IMMCDIATCI Y F TLL ANT -ET rLGJCIJT OF 71IF rMBr,o- MCNT TO "L1711TLI
,`.BLJVF HIkTUL 11Jr WIPL-.P Ill;PIA' EL 11,HE I'll _' E%
PEPL,' I iMMEL'[TTEU
.ill IFk N I 'I11)1MINI-Ph'I IIII A. INII Ak'E A`; r.._F HFIN F'I k'MP,NFNII
_I I I DILI, L U. KLMUVIE IHE IPut— I II. I. i',,L. LIH_1,T`FI _1JIMLMI.
_MUOIH IHE ACE IN ELF IJL «IIH IHL 1=:NII _ AN-_Av:I
tROPE rL
G. IN f i T FPRIf IIII- 1 ET STfllc Tl 11,f A t d.' TI 'all II-
_ZONE. I!A',L LLI N ITT =-LOYI_ IMNC I.. MITI ALI IT, IFD
?. RIP RAP :HOULD BE INSPECTED PEFIODIAI_FOR SCOUR OF DISLODGED
1. IT ATInN
AND RL TnRF HYthINISI Vnl IIMF WIIF :E ul,IFNT n F IIMIII INfE TT AEIIHT
ITNr CIA F TIIF n1 ,T III SF
F_HF E THE _TR:I TI PE FOR' EROVON, PF THNTI El v TI "GI A, EMCITT
AT III rA 'J ! I IT t 7rir .. [, r _7 IT
'J. IN.FFIT AI I. MI I IHE Frl IHUILAI I v HII If ' RAIN) 7RMS TH
UHF t r TIC PI I I F Rr MI DI I FiF 4Tlnll t14 I at IlPr Hr PP F RI I'nl
OD ECFCL. ,:P , ..D.TIII NUTO c-
TI ncF I,PADF F=FFD AND R DI- :d I I JT IN ' TN'F-I TTI
UNTIL dFCLTATHIN I .-IRMLI "i,3LI
I'I. IN' I F1 I FHLEP L I A'ID I H F JEI. 14 1 ,n!Ald_ AF I1t, LAI H PIIHLI'. I
L+ENT
AN I.,,F'F.I I 'IIIBMF k TIT F JI1 OF I,I I' J. IHE HI EI
Ek`J WN F k.'UM HIIIH 1 LL ,," FkLUNU IHE OF IHE 1: I IPL:.. /I L.
DAMAL,I IMML D IA I LL Y. II ,10NIF11:AN1 F UN U Ilk-TLIWII.N
INL TA_ L R'H L _ T 7 - 7 ki r r 7 �E H vLil ItL
PEMOVE -ELEMENT Air l}MUL:,TED F:I'HIND TI-F A, 'DEEDED T❑
DRAIN TIT'FFIFN TIF'TTFINF I IIFFI DAM I RFVRJT I ErHr FI Htd� FI'11n1
An - F __ .
MAINTAIN TAI ,- N f 11-!FT AND RH� I IN
... I
E
MAI,L Allr RI FTIIIILI I I IT'[ I'AIK IMMI PIA -II' `
FIT I
BAIILE ILit Ial" k Iik IIJMI1I,1 II I1"' IN[ tI I I hI I
IT 'Pr III v
MEMOVE EDIMENI DEPU -II, WHEN II kIAI .TES HALF IULL III 1RHV IDE.
.III II I'.Lt"t I11 ' I II l' _'
F'kL Ik lIN IHL 1 r k- Y F LAkE UlU UATI IHE
I' (IF L n PI;r Ft pIt; I I ETIrl TT rj II lO I n IT rE,
Hat r HE DF'SII NFf THRACE DFF H.
AE FP THE nr TP111 T1 JQ PC jnl9 F AP 1 'I
'I FC CPIT
T4RI ET', 1 r ., ,, FT F MI,,TFI- . .-!I' _ a F
(1CP❑JT-.. DRIrJ, PiL aGTA FC Or,'InF AIID �TADILIC IT
IN"PrI f INI FI AT , FA'.I wFFkl ) HIND ..F MEP @I II .:IIHII AFJT (!;:
III H IIN nkf',IFW) k^ NF ^.I I F ItNI. 1 1 iHl ME .H ."YE TIt 'N,
LIE vW, h1 !JIHI.I ff,AI IN F4i'.'!LIE JTAI`_ rLU',. FUR v • ".I.
RAID I IAFL t AH L NUI IU DAMAI! Lj' II 'II IHL W'I'L ME H III fl
1ELIML11I PEMUvnL kErL nLE :.I u','E n_ L_ L'LL'
I?. ItJ PET. 1 TEMP(JkAR: DJ LF 10N:; MULE _FF AGM- ,I1FP L`%LRr
PEPAIk THE DI Ic..T[IN PT) r CAF'FFI I FHI I HWI FI AtjP M:;F F
Ili ., NI I ., T
PFPMANFNTI Y �° ITFT1 kFNIFVl� THE 'F ANT, THE FHANNFI Tn
VI P-ANT (ONF-HALF INCH ER LWEAT P F,Ik1EFLL E`✓EINT AND PEFAIP
..... .. L F, I._..._ .. ..... ..._ ..-1 1,, I I l" II.
U1,I6INAL DIMLN,I[I!NS WHEN ,EDIMEI]I AT ' I HULA IL'> I JNE-HALF IHE
HFL,HT nE THE ,'FFIS. PIr!I TH MER -ID1 1n TH.:T
IHL NL 111r.It II I11I IAlH II LAN BI F ,.AI D I I AV.,I1 IHE
-. :,rMr61T F RIM TI+F r'!T ERr F1 i I'll" punt inn T,�F c nC. �In
THE FIR_.T CFI I MAP_F SUPF NFI,FTATF , "RTWIHF, IN T-F RnTTOM nF
IHE BAFUN DIDES. NFIT HOLD DU'•,M ns _:IMI.IFP
RFFATR THE DAFrI F` IF THFr AfF T)AA•- r'I PF-AIF.HF'R THE F�'FI I
.A FF FI Oy.I 1 1I 1FR'; F., H LRI ' HE :
IF
f I. IdMFI. I j F-i-J T �TRA I :III F I rATI R _rIT
DA`IN USlIALLv IFFr,Iljl, UN TIII LINEEL I MAEE IIIL-l<IMMEI CIFi III'
1IIL LUWN TNU D1 I LI L,L I I It LLVTL 11I IT t J I III 1'
1 M'I]Fr P: F IVIEF IT 1 _ _- HI TI _ _ ...IC.
LL '
SEL IF I I I- LLIJI-IILD- lU IF ._ _ETLr`"L 1E I c �P
i• F. 1 I Ll III C' I _..ILL '' 11
DEMO EL 'HE ED PT.'; ' EAR , '.TH G PLII I,.FE JP B,
PFPI1 NTNII IH � IMI111
T ;FMFF
RCPAIR_ '!Ill II 'HAT nA.' TI'IT ,!TrTII ITT TIME �.F`U.p,.
AND TNCPFFT THE FMRANFMFNT FFIR PTPTII EI `FTTI Fa"FNT MAEF Ill .
DEBP, FPOM THE F,A'FR AND =PHI
`,,PLLLAI PREFAIJI t I IN� '_..HLI11 a ILL I'I,Ef 1HE WITJ'Lk ILL P[ %tTI
_ _ rIN!41 P I kl 1, rA I r:;IGPI '.11III I
DETAIL SHEET
BRISTOL BAY
WACCAMAW TOWNSHIP COLUMBUS COUNTY NORTH CAROLINA
J��P�N CAR
.�o10-z9-IZ4'.
AX SEAL �.
ti,a/e 1. AAe 1
:.y •• I�GINEv'
DATE:
7-8-10
I N. T. S. I
DRAWN:
JG
MALPASS ENGINEERING4,5QRVEY10)PC cHECKEo
1134 SHIPYARD BOULEVARD JBM
WILMINGTON, NORTH CAROLINA 28412 pRp,l�,7 Np;
Phone [phone]
Fax [phone] License No. C-2320
Owner. SOUTH SIDE DEVELOPERS INC.
433 LENNON ROAD
DELCO. NORTH CAROUNA 28436
PHONE: [phone] _j to
K.\AutoCAD\2005\152\B RISTO L-BAY(10-25-12).dwg

NOTES:
1. MUHLENBERGIA CAPIUARUS(PINK MUHLY) & SPARTINA BAKERI(CORDGRASS) OR CENTIPEDE
SOD TO BE PLANTED ON SLOPES OF PONDS ABOVE THE PERMANENT POOL & EITHER
PICKEREL WEED, BLUE FLAG IRIS, OR DUCK POTATO TO BE PLANTED ON THE
VEGETATED SHELF.
2. IF THE BASIN IS USED FOR SEDIMENT AND EROSION CONTROL DURING CONSTRUCTION,
CLEAN OUT OF THE BASIN IS SPECIFIED PRIOR TO USE AS A WET DETENTION BASIN.
3. ALL WATER THAT DRAINS OFF IMPERVIOUS SURFACES WILL BE DIRECTED INTO THE
STORMWATER SYSTEM, BY EITHER RAISING AND SLOPING SITE TOWARDS THE STREET,
PIPING TOWARDS THE STREET OR GUTTERING AND SPILLING WATER INTO FRONT YARDS
THAT DRAIN TOWARDS THE STREET(ALL ROOF DRAINS MUST BE DIRECTED TO THE PONDS).
4. ENERGY DISSIPATORS TO HAVE FILTER FABRIC UNDERLAYMENT.
5. IF THE PONDS NEED TO BE DRAINED FOR MAINTENANCE OR AN EMERGENCY A PUMP
IS TO BE USED TO DRAIN THE PONDS.
23, 5' �22.25'
Lsee°•ee°e °
FLOW00
_y a°sese•e°••a �
•�°•••�8' 23.5
0-0
^. a eee
1.5' THICK RIP RAP
(6' d50 OR LARGER)
EMERGENCY SPILLWAY POND 11
OUTLET PROECTION
NOT TO SCALE
FLOW^�'s=l s�`s=: 25'
Mlft
1.5' THICK RIP RAP
(6' d50 OR LARGER)
EMERGENCY SPILLWAY POND #2
OUTLET PROECTION
NOT TO SCALE
PON
ELEV
TOP
POND
PERM.
POOL
TEMP.
POOL
OREBAY
BOTTOM
VEGETATED
SHELF
POND
BOTTOM
EMERGENCY
IMPERVIOUS AREA
S ARE
F ET
FOREBAY
MAIN OND
TOP
VIER bottom
VIER to
ORIFICE
OUTLET
L07S ROADS
WALKS
OTHER OFFSITE
1 TOTAL
1
1 93.25
96.0
192.75193.751
87
192.25-93.251
87
1 88
1 as
193,751N
1A
I NIA
2'0 0 92.75
36'0 RCP O 90.72
16' A 94.75
193,500 128,569
1 NIA
132 INO
1122.101
2
191.28
195.0
192.5
193.3
1 86.592.0-93.0
1 86.5
1 875
1 87.5
193.3
1 NIA
I NIA
I'm 092.5
2-15'0 RCP ® 92.35
10' ® 94.0
127,500 1 12 481
I NIA
132 INIA
140,013
3' WIDE
BERM
TOP OF
NOTE: THE PURPOSE OF THIS LINER/WALL IS TO
PREVENT THE PROPOSED POND #2 FROM DRAINING
THE ADJACENT WETLAND AREA TO THE WEST.
NOTE: EITHER A SYNTHETIC
LINER OR A CLAY WALL MAY
BE USED.
BOTTOM OF POND
VELETA TVE
BOTTOM ® ELEV=91.5
(MIN. V BELOW
PERMANENT POOL
ELEVATION)
10:1 SLOPE --I �FOREBAY
s�
BOTTOM OF FOREBAY P
(WETLANDS
TOP 0 ELEV=94.50 (0.5'
BELOW TOP OF POND)
MIN. 1' THICK FOR CLAY WALL -
THICKNESS AS REQUIRED TO EXHIBIT
STRUCTURAL INTEGRITY do AN EFFECTIVE
HYDRAULIC CONDUCTIVITY NO GREATER
THAN tx10^(-6) cm/s FOR A SYNTHETIC
LINER.
NOTE USE SOIL THAT IS
FINER THAN 30% CLAY
FRACTION FOR CLAY WALL
SYNTHETIC LINER OR CLAY WALL DETAIL
N.T.S.
WEST I EAST
PROPERTY LINE
TOP OF EXISTING DITCH;I INV=96.0 (APPROX.)
TOP OF EXISTING DITCH; INV=95.0 (APPROX.) --I
7.96'
5.40'
EXISTING DITCH
SIDE SLOPE TO
BE EXCAVATED 1 82'
0.75'
-m-I 3' (-f- 8.18' --w-
BOTTOM OF EXISTING DITCH; INV=92.0 (APPROX.)
PROPOSED SWALE BOTTOM; INV=91.99
SWALE #1 SECTION A -A DETAIL
SCALE: 1'=5'
WEST I EAST
PROPERTY LINE
TOP OF EXISTING DITCH; INV=96.0 (APPROX.)
TOP OF EXISTING DITCH; INV=96.0 (APPROX.) -I
6.64'
EXISTING DITCH 1.09'
SIDE SLOPE TO
3.1 BE EXCAVATED � 1.45'
1.63'
�I 5.85' BOTTOM OF EXISTING DITCH; INV=93.( (APPROX.)
I 3'
1.07'
PROPOSED SWALE BOTTOM; INV=91.05
SWALE #1 SECTION B-B DETAIL
SCALE: 1"=5'
OUTLET
STRUCTURE
(SEE DETAIL)
-. IV..
3�s POND f
GOOF 3 10' WIDE
VEGETATED
BOTTOM OF POND SHELF
FOREBAY & POND SECTION
NOT TO SCALE
ENERGY
TOP OF D SSIPAI
POND
NOTE: PERMANENT POOL CONTOUR IS DIMENSIONED.
POND #2 DETAIL
SCALE: 1 "=20'
OUTLET STRUCTURE DETAILS (FFFT)
POND
80X
INSIDE
SLAB
GRDUT INSIDE
THICKNESS
BOTTOM OF BASE
ELEVATION
1
4x4
1 7x7x0.51
N A
1 89.5
2
[8x7xO.51
NIA
1 91.35
WELDED BAR
TRASH RACK
BOLTED IN PLACE
4' OPENINGS
PVC ORIFICE WITH GRAVE FF
90' ELBOW DOWN E
PERM POOL
10:1 SLOPE
PRECAST CONCRETE BOX-1
SL�� OR EQUIVALENT
PR\P�� �
6" THICK
EXTENDED BASE
N
6' THICK PRECAST
OUTLET STRUCTURE
ELEV. L I OUTLET PIPE
12" EXTENDED BASE
NOTE: ALL OUTLETS SHALL BE PROTECTED BY TRASH SCREENS.
THE TOP OF THE RISER SHALL HAVE A TRASH RACK MADE OF
NUMBER 5 REHABS WELDED TO ANGLE FRAME FRAME SFWl BE
ATTACHED TO RISER SO AS TO BE REMWABLE FOR MAINTENANCE
OUTLET STRUCTURE DETAIL
NOT TO SCALE
NOTE: FERMANENT POOL CONTOUR IS DIMENSIONED.
POND #1 DETAIL
SCALE: 1 "=20'
43.51
FE = to ADD b11wT ElEVAT 10 POND CHART.
LesPa01
2
WMED 10 ADO DEPAES ! ADJUST POND 01 atm- snwcm a IOCATON.
"1-10
3
M49ED 70 A MAT POND #1.
10-2e-12
REV NO.
DESCMVnON
DATE
DETAIL SHEET
BRI S TOL BA Y
WACCAMAW TOWNSHIP COLUMBUS COUNTY NORTH CAROLINA
DATE:
7-28-10
DRAWN:
MALPASS ENGINEERING & SURVEYING, P.C. CHEF
1134 SHIPYARD BOULEVARD JBM
WILMINGTON, NORTH CAROLINA 28412 PROJECT NO:
Phone [phone]
Fax [phone] License No. C-2320
Owner. SOUTH SIDE DEVELOPERS INC. ni
433 LENNON ROAD
DELCO, NORTH CAROUNA 28436
PHONE: [phone]
K:\AutoCAD\2005\152\B RISTO L-BAY(10-25-12).dwg

N/F N/F IMMEDIATELY SEED & STABILIZE SWALE #5 \
FAULK ARTHUR GLENDALE FAULK ARTHUR 01ENDALE WITH EXCELSIOR MAT PRIOR TO ANY RAINFALL �.
✓� rI -_. &MARY JANE S &MARY JANE S EVENT (FROM 3` UNEXCAVATED SECTION
N/F I i ` ZONED: R20 ZONED: R20 TO DOWNSTREAM INVERT GiJL O l
WALKER HAROLD D & DEBORAH S CURRENT USE: RESIDENTIAL E.I.P. CURRENT USE: RESIDENTIAL� %
1 / E.I.P. _ / 3' SECTION OF SWALE I NOT TO BE
t% I / V U
ZONED: R20 Al
//`` _ EXCAVATED UNTIL SITE STABILIZED
CURRENT USE: RESIDENTIAL -BEGIN PRIVACY FENCE 89'54 1ti [ i, `�' �:V ��.. 4 % c ,rU 7.,, vir',.r..
I AaY 77.91' --°.24' 57.35' 1�5•• ORIP APSECTION
88.52' 84,51' 81.0' ' ` i (THICKNSS ) f 8.62 (98.04-97.67' 97.32 �763 �,.., •• ,= •t�� BEGIN TEMPORARY WALES SECTION; INV=95.29 _ LIMITS -OF DISTURBANCE-,, NV APPROX 9 H
�- LIMITS OF DISTURBAN E II �` �'• `- SILT FENCE 1 1 - h.2 (MATCH
- -. SWALE #5_ -_ ---. TEMPORARY S'WA E. #5;__ -�\ EXISTING DITCH INVERT)
-� - - -- - ---- `' USE S E CROSS SECTION AS SWALE #5; -
INV 96.44 FILL IN TEMPORARY WALE #5 ONCE SITE IS STAB L _ED " NV=95.02
_._ .
MIN, .BLD_O PAD END TEMPO ARY.SWALE _#$ SECTION; INV 95.17
APPROX. LOCATION OF 'I% MIN BLDG PAD ECEY-98:65 R PPRAPEC110N ORARY 9'xll' m ' 'rN F
PROPERTY LINE AS w MIN. BLDG PAD �', TOWN OF LAKE WACCAMAW
I MiN. BLDG PAD MIN. BLDG PAD rl FV=99.i THICKNESS 1'
c z I MIN. BLDG PAD "J!N. BLDG PAD ELEV=99.45 : .MIN. BLDG PAD ( ) i ZONED: R20
TAKEN FROM COLUMBU5 _, ELEV=99.1
COUNTY G!S 7 i ELEV=100.35 r:-EV=99.8
ELEV=99.1 `O ELEV=98.65 ' CURRENT USE: PC"JC
SED
8 2: 0 7 �I� �J ^� �r DRAINPROPAGE
z jw r w� 20,045,78 SF '. �>)q J/T/ EASEMENT
V { A 9
20.009.56 S- t 20,003 47 SF - 20,068 31 SF t ,
\\V cv 97.85
°' aT
20,006.72 SF �� _ // 56.45' PROPOSED'" �1
Q w z 20,u-02.54 SF 20,OG2:53 SF °" m n Cr - - DRAINAGE
oX ice N a ! 2 BLOWOFF_... G EASEMENT
w mar ��J% c^y 7� Q") .�0� %v EXISTING TOWN POND
Z wlp ¢ : 20,130.70 SF MIN BLDG PAD 7R. _ 47.1
FENCE &FEN£€
gem -� �MATNIEN ANCE
Z < W J ESE J=97.75
EASEMENT ROCK DAM STONE SPILLWAY DURING
Q3 zz CONSTRUCTION TO BE CONVERTED
'15" RCP - 1 PROPOSED 10' .--- -- 1�'µ .:`,.�� / 50' TO EMERGENCY SPILLWAY
I-�O1 ao UTILITY EASEMENT
'i zz or- INV-97.49
OIL A : �y'.. = �i' L 1-36" RCP
TC=96.B9� _ 20,136.51 SF
ENTRANCE COLUMN TYP.) - J=90.68
ovi -... INV=9276 -- 96.58 tt VJ g
n O a' Fes'-z. CB 2-y _ _ - _ -_ - TC=96.58 TEMPORARY v W2=9, t �\
w m F 1 INV=90.50 °� I f
8? 83. 7NL�ET, F4v; ^ TC=96,27 �1 POROUS
_ t- ECLION INV=92:36 - o JP 'b ! 'BAFFLE , rn �.
_cti _8(-�-1 1 SIT AREA=15.52 ACRES
r PROPOSED 6" WAT R MAIN
a ti a o I- 4 $b. CB-3 INV=90.68
J
rr w - a _ _ 37
Um SjQj O t >., tOG-/ ✓ _ W.M. .,��.�. "-�- -- TC=95.90 SDMN-I -I
z� m�5"w > c� I '-'--I` - i� 18" RCP 77.3' INV=90.92 TOP 96.75 % G ,v Oq Q-yF. pr rF.
� IL c4 . 97.53 - -'a.- _ F/y / b R `Z. Q. L y ,
-.. r. - _ INV(1N)-5=91,20 GE ^ !` N/F
I _ :r- dv 6 G_ tr.M. lk+r`90.� 1A�9 R �/ J .S 1. R, y" r,.
yy 0_ / WACCAMAW HOLDINGS LLC
8R/STOP BAY _-. .V _'-'�• _- 16.4' 36 R CB 7 ZONED' R20
c 4 ¢---,....�� _ , �,.._ - ` i , ' +2 /� C 46 58... -' +t �JL '
DH�I1J __ -ar 6 6h3 �� CURRENT USE: VACANT
ti -jam d ..-- E V=90, 42 7 .
."-M-.C_
g _95.75 L �r�G / POND #1
n
=.62^- -- _ wM..,_p M. _, 30" RCP NCREAS-5^ 'r�Ir (, 0., ROCK DAM
DURING #1 rLt \
84.32' _ _ 7$" RCP - 96 75 .Q y �, y� Fa, ... r`
(SEE VA - ,�,�_88.- - _ _ FLUSH, .N^v _ C j0 fifff V'� ,! • CONSTRUCTION) B rl
NOTE VALVE '- - ..„;._ -._ 3FATION � 1p
15' RCP A3t) ->'- - _ ::wT�j 4 _ \ 1 !C 36" RCF B
INV=97.22 167�23y 95. () \ INV=90 25 /
i PROPOSED E-ONE '@.1, 1 ..� �� T'� - I. r
W7=3J5' - - SANITARY SEWER >�>,� 'rn O tv a
L24.45 - - FORCE MAIN 2.5.PV� PM ._,�, .�
r
w� - o ' 1V 7 I 2" SDR21- A °' 'o o 1
m q I ,J �� 8 07 4PVC FM v `^ i.= N q
_� E
1I ,I. : rn cn I N/F
1 7z U97.i3 �'� �'- - ,cc!!(\ WACCAMAW HOLDINGS LLC
es w•). 20,948.66 SF' 1 i iMr ZONED: R20
\w �m I I 20,003.27 SF ro 20,003.T7 SF �� '20,002.69 SF T - Io CURRENT USE: VACANT
' 96.54 V.M. _ ^
z ¢ r rJ �' �j al QG PAD _ '/� - '-" _ `\_
MIN. BLDG PAD N. 1 -V -
��, ELEV=99.3 ..5'x2" BLGWO�
MIN. BLDG PAD 0' ELEV=97.8 1 °o r FF _ L 7 eY
ELEV=98.7 <v �'' l T INCREASER 'd/JL'" _ l�230 1 j('/ \
MIN. BLDG PAD a'969 s �" r \'. 6q.
0 L,U LF) z 25' SOR21 PVC III ELEV=98.25 " y
Q-J _ m FM (SEE NOTE #13) A99` - 1.5" SDR21 �,,, �/ yam..
m o
i+ �' ' FENCE & FENCEE . � � 95.45 23 _ PVC FM l 47 3g,.39 �SO � ��.,,.,,, J 7yS /
-6 rr m MAINTENANCE 96.7 FLUSHING r, W.M. 'O- PROPOSE'r 10' DRAINAGE
p �� EASEMENT 960 - �!! �) STATION '-� `�� ..� �� & UTILIT( EASEMENT r r f}q
96,27 - 1 `.-/ y0' CB-S PROPOSED
21,974.74 SF TC 9&22 A
INV=92.25 ELEV=97.8 AD EASEMENT o -
\ MIN. BLDG P
ELE BLDG PAD ' 7�� o- yi'61-
\ 4
N/F f . ' w 96 SWALE #1 \
LANE ROBERT J & REBECCA W o= �I
ZONED: R20 ? w . WETLANDS m 9"p u, b� !
CURRENT USE: RESIDENTIAL o � _ ";. _ __ _ . • -- -- -- - - - _ ,� � � 5
o ii Ih-� 8 21.556.29
J A 1 96.73 3 0 3,898.01 SF
191.61' 76. �, MIN BLDG PAD 3
i 32 ' 85.05' 40' ORA!N E ESMT 9.3 12.12' - \ 9`'4`� ELEV=97.85 - �rFq' .� N/F
' SILT FENCE �r` 30,838.55 SF A '� PROPOSEDr"�� WACCHMAJr HOLDINGS LLC
N i S:' m y J
r, R 98. 9S> >4' r - 30' DRAINAGE I f ZONED: 20
7 - - - - - - ' V �� MIN. BLDG PAD J' EASEMENT fi CURRENT USE: R VACANT
t�
ux -.. _•,_ �_ -- � --.� .. ELEV=97.65 a�� .EX. WV 95�`.L. r LIMITS OF DISTURBANCE
EX. 12" CM 701
INV.=95.57
RELOCAT
'. I. MIN. BLDG PAD 20t- 1� �.. _ rWETLANDFSTRiF to \
- _ 95.7 1
�^ m c yi a•J( ELEV=99A J /; 0g A (753.99 SF)
BEGIN WEIR #1-
�\ ro . o' j^� ��. -� �^ \••. INV 94.5 A
21,360.63 SF �J { slLr FENCE `^
20,608 8a SF WETLANDS
A
PAD
1 1 wM ELEV=98.7
30.360.98 SF �. .'��\ z8g 54PROPERTY LINES EAST OF
.96. 230- ~`� -PROPOSED iJ / \'" 8j• .. �' \ SITE WERE TAKEN FROM I
/ //J
J - _ _��� yr`.! ii CCLUM@US COUNTY GIS j
p�tbi� Q'w\ .. Ba UTILITY EASEMENT MIN BLDG PAD jjJ
.110 ��••,. Ro?30 ELEV=97.85 __..,,._ fDQETJF P 7�yt AND ARE APPROXIMATE
l a a a m� �2 x 5" ' oCg ..„1 PROPOSED 30' _/-
ti 2 R - PROPOSED 6" Ty DRAINAGE EASEMENT pS�V �\ .#1 12.5`x40' RIP
E.I P 7'CRE t. t� f� .� I'�7ER MAIN o� p J' ��35. 8 �SE 0 41AI RAP SECTION
LgA/C // l� N g,-. . �,rgl�'R .. •�.... < _ (THICKNESS=1.5')
1p F- gSkFwJ N ATF R `\\\ \�1 ,\ � TO RELOCATED
OCATED� :..,.� Y` r
lW1=6.35'
OG. OyN /F /�i "'n^ w.M PROPOSED E-ONE O - - 752.82 S F. f
3 3 -' RRFNt ONFD lY & O ��,`. P WM FORCE MAINITARY N / ��- s3� ( ) \ I W2-9.4 LONG ADAMFNW & d0 ELLEN
z , USF, RR2p 0„q�q 8 �" -- / f I NV=92.25 "
N F ZONED. R20
MARSH HOWARD J & VERONICA A t a,., qL V /H i
C F \, �,� - q CURRENT USE: VACANT
ZONED R20 0 o 31,162.27 SF � Lim, I's OF a
CURRENT USE: RESIDENTIAL .T ��'° qip <t,{fJ .'; T '•. A 78" 4 4. Ty �8 DIF $ANCE +1: °' �P� L2-i5" RCP
RFC \. ., RCP Q INV=92.25 I
m o wf 1- fgSr �„�' , n. 6' y k 23 _
LA"SrOR z �S,w �JN 1�, GV m` 4u� MIN. BLDG PAD 9 PROPOSED - TLE T'"STRUC [LIRE-� SEDIMENT TRAP STONE
'>�• R��c- CQE:q x2• �� ELEV_96.6 DRAINAGE r SPILLWAY TO BE 1.
N /F A`0 ';� R '1 g,g X' EASEMENT '- , CONVERTED TO i
CONTRACTOR SHALL ADJUST / CO 20 W T£/ ,/j,+; ro xktiQ w.M1 ,G�' / dt_ EMERGENCY SPILLWAY
HORIZONTAL NECESSARY
OF FORCE E'fd7 O0: R ..LS ) •� ry�ti`J2-emu � ,�� � I
MAIN IF NECESSARY TO AVOID COryryFFLICT 6 MIN, BLDG PAD h' ' --1
�?¢ WITH ANY EXISTING DRIVEWAY CUUJERTS, !"� & J � � � - � h � ����
/�\\ tLEV 9&6 �W SU
UTILITIES, ETC. SEE NOTES FOR r G/.j 1 J5. ` 96 \>X' /IITS ' ~\ PLACE/
( ' / CFO „IF lSC 'O?7 �A�YJ r42y /4L,�W 6156 r� r DiSTOR9 NOCE \\ -\TWQ
SEPARATION REQUI.RMENTS 6;� D U N' a
g
zw4- ,IN NjF FM \ , TEMPORARY
o <w I 2 5" SDR2'. CVR >_ORF, I 6 3 POROUS
J '4fp,.T. INFO .L k / `? ^� -PROPOSED AND #2; BAFFLE
m U & i Cg_ '- 30' DRAINAGE I Sp,
PVC FM � � l SE 'Q2p I%`AdrG hyFC�9g 9�� ��•• �. 25.04215 Sh v,
It rAPPROX
WATERL MA�N;OCONTRACTOIRG / RFS/p��C q 1y SO geJ ��{ ^,� �� EASEMENT / RAP.'
\ 1' TO VERIFY EXACT SIZE & LOCATON /l
$ wgRCG n% 2P' N4",00 r� ,G N"sTf�yI'l GN`+` -�-1 1 1 CLgRE'NONFO KA'-? SqC`�#3 CIA V 9O0 (T. N "' i
t TO -INSTALL
CUT WHORE OAK RO D US R20 �VR) �� J SILT FENI�E -�
l TO INSTALL FORCE MAIN/ F,� / \ -�(.f/ � PROPOSED
\ ( VACq �., ,. DRAINAGE J�
\�\ �, 'VT ''.IARIJN 2 _••• EASEMENT
U 44 NjF f 1
C RRFN 20�NY S 70 SpM� N� 9 INSTALL 1/4" THICK
v V ..•._"`/., OSF.' R2p N/C+ 1grV 944g r SHEET METAL (SEE DETAIL)
jy RFSj0 �'F °/ 9p 1S ' i, J{ /
I'rF � FNngC l CR 7 CMA�RROX 89 � l
�O�S l �� c�RRE v ZONgN yF °Trey i 1"0
�v - � / NI FD: GNr 7� N/F
APPROX. LOCATION � '� � \ � OFF' R20 ✓OyN l E i P <� i.; . � WACCAMAW HOLDINGS LLC
OTOP=97.98GSSMH(APPROX.) SLT• \\ / R�SYCIFN�A LINE MARKER I Iz,�74'RrA, C7RREfvONED ER20 VACANT
INV(GRP.VITY}490.98 (APPROX.) ll �jo /O vv� v \ �V�\ / �4 / 7g kNF S A'AP SFCSOV
GRrGs$y V v
GNEp�yGNy - ----. -__-. -_--. ---_- ----- _.._-- --T-
\\ REVISED TO DELE'E 2 LOTS EMARGEA E POND /1. & ADJUST POND /i DFAKkOE M- 10 29 12
\\ S R ✓ REVI�
\ \
\, \\ GRAPHIC SCALE ---- ------ - -
\
/110 25 50 100 2O0
IN FEET )
V Av 1 inch = 50 ft.
i I
L
ro �F. a �cfl P�ory
- --
DA E
DRAINAGE MAP - POND 8-10
I / ..e 1 �✓ SCALE:
50'
i
J Lv�'`, ' vL �`n.:L +N DRAWN:
JCB
CHECKED
S4 1 PY'tr 1 I ;-rc0 J8M
F I N A L Fl one S n ! R 152 O P „SECT N
No C
DRAWING
FOR REVIEW _r.rer. SOUTH SIDE DEVELOPERS INC. SHEET NO:
433 LENNON ROAD
PURPOSES ONLY DELCO, NORTH CAROLINA 28436
PHONE: [phone],061 J I. OF:
K\AutoCAD\2005\l52\BRISTOL-BAY(10-25-12).dwg

N/F
WALKER HAROLD D & DEBORAH S
ZONED: R20
CURRENT USE: RESIDENTIAL
I �
APPROX. LOCATION OF J
PROPERTY LINE AS
TAKEN FROM COLUMBUS
COUNTY GIS
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LANE ROBERT J & REBECCA W
ZONED: R20
CURRENT USE RESIDENTIAL 14 3
a 1
EX. 12' CM
INV.-95.57
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I N11HUR GLENDALE I N/F IMMEDIATELY SEED & STABILIZE SWALE F5 / \
FAULK AR
& MIRY JANE S FAULK ARTHUR (YENDALE YBTFI EXCELSIOR MAT PRIOR TO ANY RAINFALL
ZONED: R20 & MIRY JANE S � EVENT (FROM 3' UNEXCAVATrD SECTION
I E.I.P. CURRENT USE: RESIDENTIAL E.I.P. CURRENT USE: RESIDENTIAL 20 TO DOWNSTREAM INVERT ONLY) 4.27� /
3' SECTION OF SWALE �i NOT TO �
L::�BEGIN PRIVACY FENCE N 89'54'25" E 350.19' N 89.54'21 " E 567.57' TOTAL EXCAVATED UNTIL SITE IS STABILIZED
$'x10' RIP RAP SECTION
F120.002
88.52' 84.51' 81.0' 77.91' 1&24 57.36 89.9' 215:0 90.80' (THICKNESS-11
.63 04 7.32 7.83 _ BEGIN_ TEMPORARY - SEIOON; iN+A . 9 UMITS--OF DISTURBANCE -..
LIMITS OF DSTURBAN NV-APPROX 94.2 (MATCH
-----i r-------1 r-- - 1 -----� r--- 1 �- ---------- ---- USt Cki-X;-SE ATDAISFARS SWALE �G E70511NG DITCH INVERT)
IFILL IN TEMPORARY WAt� #5 ONCE SITE IS STABILIZED fNV=95.02
AD END TEIGP9 Y�W INV=95.17 MIN. BLDG PAD I I I TEMPOR 'xil, MIN. BLDG PAD ILON. I MIN. PAD RIP RAP SEC IN/FV=100.35 I I MMELEv=B� PAD I ELEV=99.45 I ELEV=99.1 I I Elm G PAD I I ELEV= .T \ • \ / IN BLDG PAD (THICKNESS=11 ZONED: R20
TOWN OF LAKE WACCAMAW
g7- 8///FLEV=9&85��ARYPROPOgp CURRENT USE POND
L 7wDRAINAGE
3I i I j i \ \\ ZO,o45.78 SF // 9 49
BPORADILLE / EASEMENT
2 I 20,003.41 SF 1 I ' I I I 7.NT$ 20,009.56 SIF \ -- - - / / 20.068.31 SFSX
54 SF I I 20. sF I I I 1zo.006. sFI40 /PROPOSED \ // $ �! EAEASEMEAT a
/ �` v
NC 214 (SAM POTTS
CHURCH ST
of
TE-
lie./ OWOFF ��' / ` ^ N EXISTING TOWN POND �r
& I I I I I I zoo30.7o SF I -- '*" 47.1r ` y1 a 4�
I MIN. � PAD � / IN � d- w fir/
iEASEMENT I 1 I I 1 I I I I I ELEV=977s .y9 \ y `� \/ UC a O,bT 04-
_ ROCK DAM STONE SPILLWAY DURING ST
CONSTRUCTION To BE CONVERTED � c�
'115- RCP - J L__ I 1o'I I I I I O TO EMERGENCY SPILLWAY to
ENV-97.49 - J U1fU EASEA�NT I I m V I KM. ND '•� r f
I I I 1-36' RCP
CB-1 -- - _ J L _ _ I I I I 20.136.51 SF I / +ryR-0 INV=90.68 O ST
I ENTRANCE COLUMN TW.) TC=96.69 - - - -) 5 99''e+ T
INV=9276 CB-2 L _ I I / / / TC=96.58 , �P m '
i g 1NCFi PRO TC=96. - J - - - INV W -9'
_ INV=90.50 � INV= W2�=9' �i \
- 83 �CTY� INV= 36 PROPOSED 6' WA MAIN 0-w �i -T=1" '' \ w �Gt SS TALI;
-W - W.M. -_�__ _ SIT AREA=15.52 ACRES ry \ � Cr
V.1�
CB-3 INV-90.68 I f
W �• SDMH-1 C
97. W _ _W 18r w - F IN1A=990.92 TOP=96.75 6 GJ. SrW, JM• 7N �� INV(IN)-S=91.25 N/F
C 98.54 8' G,y �_ INY.v90.� 14t .• R Q 1g \ 48$' WACCAMAW HOLDINGS LLC I
-FM @ , TOL 713ApR V W N& 1 .4' -- - •..F� y, / \ ZONED: R20
O PU@R 18' RCp W 0 / CURRENT USE VACANT
-T- W W yL
1 •62'•• -�_ -�FM ��-• 95.75 30' •[ G' l31, / PROPOSED \ I' OR
• / _� 84.32 - - 5.
R=230' �-. C') 1.61• / / DRAINAGE I
8' .75 ➢ 7 EASEMENT \
� 88.&f- w•1'L Wy. FM - FLUSHING TC=Da.58 / 0 B
N r(5- RCP - � ��, _ FM (0 ! INV-92-45 MIN. BLDG PAD \ I VICINITY MAP
/INV=97.22 1fi72T n ; Irk 2' SDR21 20, .25 ELEV=9&D g SCALE 1•=400•
4 FM \ I
3 W1=3.75'_ _ I PROPOSED E-ONE-PROpO
I SANITARY-M► ` !� `\ `�_
I W2-4.45' - 1 a I FORCE MAIN 2-
2.5' -7 __� A. ' WATER MAID \ 1 971 191.3?
I T 1 I I I _ _o I FM / . SDR m, .1 I SED 10! D
RAJ
LO II ¢�y�8 I ~ I 1 I PVC FM A ; 1 a �UTIL�TY tEASEMENT ` ` ` 861
I I 19 I 98-il 11 I 97 I 7 I 1 I I - N I MIN. BLDG PAD ` WACCAMAWN/F
O DINGS LLC
I 20.003.27 SF I ;0 I 4 I +3 1 20.94&66 SF J 1 \\ 1 EL£V 9&O ZONED: R20 \ I
Z II N 20,003.17 SF ® I 20.00269 SF 96.64 h CURRENT USE VACANT IiW'n
MIN. E9.OG PAD .P I I m I i. MIN. BLDG PAD �• / � 20,244.62 SF \ I
ElEV-99.3 I tv I MIN. P 1 ih'N I I ELEV-97.8� ! 1.5"x2' BLOWpf W 6'xlg' RIP RAP SECTION JpGX
_ 21 1 &7 I MIN. BLOC PAD I n I g6.91 INCREASER •um g� ?JOft ,g4. (THICKNESS=1') \ I SITE w+ 6 �p
I�PVC FM I I I I ELEV=9&25 I �' � /' 1.5' SDR21 / \ ` \ \ \ W \ / 13 1+r
95. Z \ PVC FM I' / ` `/ \ NC 214 SAM. POETS RD
8 I 1FANNTEN 8.) I I W ,1f \ FLUSHING 4�a3 w •O. / \ ` ` W +' 6kT5.2' RIP RAP SECTION / W 3 O ( ) y
EASEMEN 1 I �•0 / � ' I \ STATION .� \ (THICKNESS-1
CB 5
5
. .. W .. .. 21.974.74 SF IN�96. MIN. PAD - _- _ -_ __ /P n Q
II I .. W I.. • I .. .. .. W W I W MIN. BLDG PAD / / / / ^\ \
I..... .. W .1 W I� W W •, . W W W W W W •, . W W ELEV=97.MA
� / / / \ ` _ r / \\ \ SWALE /I 4 SCALE 1Y 5000,
W . 1 W W 1.. .WETLANDS J I` i �. 1 / �a _
. I- �- - - � J . W I- .. -1 -�"-� W - � '�' J W � W '� II � / i � i I / "� \ 1 1.DISTURB� AREA = 620.086 S.F. = *14.24 AG
r• +\ \ / ��,�/ I \ \ 2 UPON COMPLETION OF ANY PHASE OF ACTIVITY SIDE SLOPES WALL BE NOTES;
I -•- "" =\ W ` i 21.556.29
• .� / / \ \ .01 SEEDED/STABUZED WITHIN 21 DAYS OF NO COSSTRUCTOT% ALL OTHER DISTURBED 1. Topo provided by Hanover Design Servkes, 1723 Fiord Parkway,
Wilmington, NC 25403. PI aan 910-343-8002
1 +. W . W •. •. •• •. W +• +� •. � �- / i / MIN. BLDG P N� \ AREAS WILL � 5®ED/STABUZED WITHIN 15 DAYS OF :wC CONSTRUCTION. I^9
R „85.05• W ,�O' tg2AIN . T W 12' „ „ \•, �g / / ELEV=97.65 \ \ N/F 3. SOBS ON SITE ARE MANAY: GRIFFON (Gt) R PENDER (Pe). 2 A portion of 4 existing contour Ikraa were removed due to the
1 W N 05.55'37T• E + 191.81 . .. . .. 76. \ SLT FENCE / / 3p,83&55 SF s.PIT WACCAMAW. HOLDINGS UD 4. TOTAL PROPOSED IMPERVIOUS AREA ON SITE - 173,114 -.F. removd of an existing upland ditch.
3g G \ - ZONED- R20 & ALL ROAD MATERIALS SHALL MEET NCDOT STANDARDS 3. Site is zoned R20.
EX INV.9 ,y _ v_� I 96. _� W 8 W •' • , \ \ \ / / MIN. BLDG PAD 30' DRAINAGE CURRENT USE. VACANT 6. ALL WATER MAINS TO BE 6• PVC (SDR 21) PIPE UNLESS NOTED OTHERWISE (SEE
7 �- L811T5 TURBANCE W / I ELEV--97.65 \ \ EASEMENT PROFILES) WITH A MINIMUM 3- COVER.
L r10 im ao W W I _ _ _ _ ,. W \ / 7. FORCE MAIN SIZES AS INDICATED ON PLAN WITH A MINBUM 3' COVER. NOTM
R oe ; t• +I + / +• W W & HORIZONTAL SEPARATION BETWEEN WATER AND SEWER 1• TO BE 10' BETWEEN EDGE
fW I �I1.•.- W / % W •,$ W .�� ..`` a \ \ \ OF PIPES. 1. SURVEYED IN NOVEMBER OF 2005.
2 AREA COMPUTED BY COORDINATE METHOD.
1 I MIN. BLDG PAD •. W W +"�. -./ \ WE�TLAFID�STRIP \ 9. VERTICAL SEPARATION BETWEEN WATER AND SANITARY SEWER;
(� WATER OVER SANITARY SEWER. >18' OR USE D.I.P. (ON BOTH) l0' ON EITHER SIDE OF 3. FOR REFERENCE SEE DEED BOOK 375 PAGE 825.
+N I MIN. BLDG 2 O / //''�� A95.7 �� W ZOJ' W / \ LNG 4. ALL CONTOUR LINES BASE ON ASSUMED BENCHMARK OF 100.00'
ELEOro' I / „1N / 2 I / y \ W .� \.. W W .. \W\ ... `� \ BEGIN WEIR /I \ \ (753.99 S. N O SANITARY SEWER OVER WATER: USE D.ICROS.P. (ON BOTH) 10' ON EITHER SIDE OF
W I 21.360.63 SF/ m / / /SILT ,�W€'jLANDS W W ,. \,.�, W \ G.
INV=945 \ \ A h 10. A 24 IN. VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND
8.85 / w / 20,608.84 SF / / W'` \ \ \ n� SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED.
$ W •, \ c0 11. VERTICAL SEPARATION BETWEEN WATER AND STORM SEWER;
}\ I / / I W W W �W 237• \ WATER OVER STORM SEWER: >18' OR USE D.I.P. ON WATER 10' ON EITHER SIDE OF
A
G.
EELEV= &7 PAD �� / 2 2 W W . W j •, �, •, •, \\ 3 STORM SEWER OVER WATER: USE D.I.P.�.ON WATER 10' ON EITHER SIDE OF
W W W W /W W\W W W J' W. i W `.� \ • CROSSING.
W W + 1ti / ••\ W W \ •• W + ` +\+• W I 12 THE E-ONE PUMP ON EACH LOT SHALL BE GREATER THAN 5W FROM WETLANDS, AS
C
` / 30,360.98 SF +'�/ '`✓ W ��. ZSy W \ MEASURED TO THE CLOSEST OUTSIDE EDGE
Wy�� ` / a w J O PROPERTY LINES EAST OF
a; h 84 PROPOSED�D` / / w / "" •' "' `� ` \ '• �8 :'7 SITE WERE TAKEN FROM 13. SANITARY SEWER WITHIN 50' B WETLANDS SHALL MEET WATER MAIN MATERIALS,
�� / H UTILITY EASEMENT / MIN. PAD W. �.. ✓ W �. W .. W w. Q7 COLUMBUS COUNTY GIS ' TESTING METHODS & ACCEPTABJLTY STANDARDS (15A N1C 18C).
SITE CALCULATIONS
ACREAGE IN TOTAL TRACT
15.52 ACRES
TO BE SUBDIVIDED
ACREAGE IN PARKS AND
0 ACRES
OTHER NONRESIDENTIAL USE
TOTAL NUMBER OF PARCELS
24 LOTS
CREATED
LINEAR FEET IN STREETS
PUBIC-765 FT. PRIVATE-418 FT
INDEX
1
COVER SHEET
2
DETAIL SHEET
2A
DETAIL SHEET
29
DETAIL SHEET
2C
DETAIL SHEET
2D
DETAIL SHEET
3
PLAN PROFILE
4
PLAN PROFILE
5
E-ONE SANITARY SEWER DETAIL SHEET
6
E-ONE SANITARY SEWER DETAIL SHEET
7
E-ONE SANITARY SEWER DETAIL SHEET
8
WATER DETAIL SHEET
LIEGE _ we we LIMITS OF DISTURBANCE
-do- PROPOSED SILT FENCE
W
wit ELEV-9 .85 CF vc- '� AND ARE APPROXIMATE 11 PRIOR TO INSTAUJL,M OF WATER R SEWER MAINS CON ACTOR IS TO NOTIFY THE W PROPOSED A. MAIN
X �3 F ?• `r0 7� ro / - _ / / \ \ OP ENGINEER..EFF MALPASS, PE. WITH MALPASS ENGINEERING. PC AT 910-392-5243.
O a f- F<- -4 . 'T w•M• O ` 1 . •' •' •' /R 0 15. NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SITE NO WARRANTY IS
a; y j 1 S ! qpPROPOSED 6' n. / W % y . DRANA% EASEMENT W W W ! 12.5'x40' RIP
a. 2 a< H N 4 �ATER MAIN O �w / �• W EXPRESSED OR IMPLIED FOR SUITABILITY OF SOILS. OWNER/CONTRACTOR SHOULD
< Y y O EI.P. p•�t,�� O p / !NV 8 %` . . W W W W W . " y W ` ( Cam, RAP SECTION
1v23��. D RCUT
a1 ;V ;,r - 'zR / gw^I/V� \ s9' � / 9g W W W W . -lk �L� + (THICKNESS-1.57 ' & RREEQUIRED � OCI9AMENT WITH
SUITABLE
UIENGAmt FORS HALL BE THI. LxB RESPONSIBILITY
1 �' • •! ro � m vgyA,N/k R k, \ ' •' TO � RELDOGYTUfm " W " / W 16 ROOF DROFTHE AINS RAND ALL IMPERVIOUS SURFACES FROM ALL LOTS SHALL BE DIRECTED
N
MARSH HOWARD J
ZONED -
CURRENT USE: I
A
io
"rR +�T �'Eaw 4• \ SANITARY ER �' / •o (75284 s.F) ,' W2 s 45• ' TOWARDS THE ROAD IN FRONT of ITSELF.
1 U R w + / 17. CONNTRACRIRAWILDER SHALL SWALE LOT LINES h BULB UP LOTS AND BUILDING
i R 70 N4 6 MAIN dJJ,x W •/-�/ y iW L=14' N/F PADS GREATER THAN THE MINIMUM SPECIFIED IF NECESSARY TO ENSURE POSITIVE
T=1' LONG ADAM W & JO R LEN
FM PROPOSED FORCE MAIN
--- PROPOSED SWALE
CONSTRUCTION ENTRANCE (CE
WETLANDS
EXISTING CONTOURS
3 �--
"it � � 21 p � \ \ W W� W ZONED, R20 I DRAINAGE OF RUNOFF IN DIRECTIONS INDICATED IN NOTE V16. PROPOSED RIGHT-OF-WAY
�l \ W CURRENT USE VACANT I& THE DEVELOPER & CONTRACTOR SHALL ENSURE STORMWATER ON ADJACENT ADDITIONAL WATER NOTES:
(! J4 _ U �.. PROPERTY IS NOT HINDERED FROM FLOWING OFF THEIR PROPERTY DUE TO 1. ALL VALVES, SADDUES• & BACK -FLOW PREVENTORS SHALL BE -
Ni ¢ 8• 31,76227 SF 2-15' RCP DEVELOPMENT.
1 !$ DI
. �l n 4 1 y INV=9225 19. SOME OFF -SITE DRAINAGE IS BYPASSED THROUGH THE STE 96.54 PROPOSED DRAINAGE OR
1 `" , `� °'sya,� W �3� . sw 5 m 1 ' I MIN. BLDG PAD , 9* �ROPoSED W SEGMENT TRAP STONE 20. ALL caNSTRucnDIN TO CONFORM TO APPLICABLE LOCAL STALE &FEDERAL 2 BRASS.
TER METER COVERS SHAM BE PLASTIC WITH A METAL FUP LID. UTILITY EASEMENT
n g A *?� h 96.6 3. SEWER TAPS SHALL BE STUBBED LIP AT LEAST TWO FEET ABOVE X PROPOSED SPOT ELEVATION
DRMN�+NN� N� 34 h� N I / W EASEMENT GIE/ WONVEERRTEWAY D To � 21. REGULATIONS
BE IN ACCORDANCE WITH THE TOWN OF LAKE WACCAMAW BADE ON LOTS
3 1 N CONTRACTOR SHALL ADJUST / IOOF FORCEN W 4 / TOj 1 i W I - �� 4. FIRE HYDRANTS SHALL BE MUR I BY _ STORMWATER RUNOFF
EMERGENCY SPILLWAY ZONING ORDINANCE AND SUBDIVISION REGULATIONS
22 A RECORDED DRAINAGE EASEMENT SHALL BE PROVIDED FOR THE PROPOSED SWALES, (DIRECTION OF FLOW)
1 1 HORIZONTAL
NNECESSARY TO AVOID CO CT rG Rio°oNNq AC x L/ i MIN. PAD W I v \ 5 WACCAMAWELSTER . METER SETS SHALSHALL BE L BE ABLE TO MATCH UTOWN OF LP TO a PROPOSED GATE VALVE (G.V.)
1 WITH ANY EXISTING DRIVEWAY CUV"TS, VNC 9 / gqr / SU TTON WEIRS, & PONDS INCLUDING ACCESS TO NEAREST RIGHT-OF-WAY. A HOMEOWNER'S ELSTER METERS
ELEV= 6 \ ASSOCIATION WILL MAINTAIN ALL PORTIONS OF THE STORMWATER SYSTEM NOT
1 UTILITIES, ETC. SEE NOTES FOR 'INN f 1,s. I� ` 9g i I \ PLACES MAINTAINED BY THE lY1WN OF WCE WACCAMAW. 6• TOWN OF LAKE WACCA►IAW SHALL OWN & MAINTAIN THE PUMPING
1 I 1 SEPARATION REOUIRMENTS / p STATIONS ON EACH LOT.
N'L` I7 4 / 8C 15 l \T W 23. DEVELOPER AID/OR LOT OWNER CAN NOT PLACE VERTICAL OBSTRUCTIONS, FENCES, PROPOSED FIRE HYDRANT 7. THREE ADDITIONAL PUMPS AND THREE REPAIR KITS FOR 1}1E
3 1 25' SDR21 / ,, ? / Fi/ �3 / I POROUS Y WALLS, ETC.. IN EASMENTS. EXCEPT AS SHOWN ON PLAN. E-ONE PUMPS SHALL BE PROVIDED TD THE TOWN OF LAKE (F/H)
u>'1 1 PVC FM Jp / Rq'rO Eb. k dOV 4 / r ? \ pR� BAFFLE / 24. PRIVACY FENCE SHALL B: INSTALLED SUCH THAT RUNOFF FROM McRAE LANE CAN WACCAMAW. --0-o- PRIVACY FENCE
I • 1 / 2
$f- O qN0 4VI, s \ 25.04215 EASEMENT `/ '4Pr EASEMENPASS T CAN BEDERNEATH T14E FENCE ACCESSED FROM MCRAE UNIMPEDED
LANNEE WITH A MINIMUM 2' ENTRANCE DRAINAGE & SHALL DELIVERONCE PUMP TION TANKS ARE INSTALLED. THE ALLPUMPS TO THE TOWN OF LAKE ACTOR
1 APPROX. LOCATION OF EXISTING _ _ _ _ _
J I 6' WATER MAIN; CONTRACTOR / 1*144 N .94 ��-� \ \ / 4it 25. ANY AND ALL COMMON AREAS SHALL BE DEDICATED 10 AND MAINTAINED BY A WACCAMAW FOR STORAGE (CONTRACTOR SHALL NOT INSTALL - PROPOSED SETBACK LINE
1 TO VERIFY EXACT SIZE & LOCATI/ON HOMEOWNER'S ASSOCIATION. PUMPS IN THE TANKS). ® INLET PROTECTION
1 / / W4%o N� \ \ ��� 124- \ 26. ALL TELEPHONE. ELECTRIC, GAS AND TELEVISION SERVICE LINES SHALL BE INSTALLED 9. ONCE ALL INFRASTRUCTURE IS INSTALLED. PRESSURE TESTING APP
/ 11 C,, jp� UNDERGROUND. SHALL BE CONDUCTED ON WATER AND SEWER LINES AFTER ALL
I 1 OPEN CUT WHITE OAK ROAD /-"�yT'ucD O (�� �E' \.� \ I 900 \ 27• TRAPPER LANE IS A PRIVATE STREET, FOR PUBIC USE. TRAPPER LANE SHALL BE TAPS HAVE BEEN MADE TO 150 PSI FOR A PERIOD OF 2 HOURS NORTH CAROLINA ENVIRONMENTAL
TO INSTALL FORCE MAIN - ` MAINTAINED BY A I10MEOWNER'S ASSOCIATION. 10SED. OVERALL PUMP STATION TANK CAPACITY IS 478 GALLONS. TANK
/\ RNPROPA )� _ 2& ANY DISTURBED AREA WITHIN MCRAE LANE R/W SHALL BE SEEDED & STABILIZED CAPACITY AT PUMP OFF IS 89 GALLONS THEREFORE, TANK MANAGEMENT COMMISSION
/ WITH EXCELSIOR MAT OR MULCH AT THE END OF EACH DAY. CAPACITY ABOVE PIMP OFF IS 387 GALLONS
'W N \. EASEMENT 29. DURING OUTLET STRUCTURES ARE TO BLOCKED WIRE EROSION CONTROL DEVICES.
ARE LNG USED it. WATER & SEWER TAPS SHALL BE 3 FEET APART ON THE LOTS
,2 �, IW> q�,�� DIVISION OF WATER 6lUALIT7
%S r0P"�N Nl•� INSTALL 1/4' THidt AS EROSION CONTROL DEVICES ONCE THE SITE IS STABILIZED THEN ROCK DAM /1 { $ lco
PROPOSED MINIMUM BUILDING SETBACK & MAXIMUM BUILDING HEIGHT
FRONT YARD
50 FT (MUST NOT DIETER MORE THAN 10
FT FROM THE AVERAGE OF ADJACENNT
BUILDINGS
SIDE YARD
12 FT
REAR YARD
30 FT
MAXIMUM BUILDING HEIGHT
40 FT
/ / r 45E Rid• AVry,- / UN�g+94 92 SHEET METAL (SEE DETAIL) / POND /2 SOME IMPERVIODSHALL BE CONVERTED TIT USURF
V AND SEDIMENT TRAP #1 SHALL 13E CONVERTED TO
n ACES MAY �Wva la3 I
INSTAUED PRIOR TO THE EROSION ;:... W O
M� boa `f eb 15 AIy� \ CONTROL DEVICES BEING CONVERTED TO STORMWAIER PONDS.
30. CONTRACTOR SHALL CONTACT THE TOWN MANAGER FOR THE TOWN OF LAKE ,.:'� v
F wQ / CNl WACCAMAW (PHONE: [phone]) AFTER THE ROADWAYS HAVE BEEN CUT, BUT
0,0 /3 G3$y Nam- / a� Q gS PRIOR TO INSTALLING ANY STONE. ASPHALT, OR CURLYNG, A FIELD INSPECTION BY COVER SHEET DATE: 1NVnNG DETERMINE// THE TOWN MANAGER AND/OR HIS REPRESENTATIVES 91ALL BE CONDUCTED TO 7-8-10
r / ELP. i WACCAMAWN O DINGS LLC tw�THAN THE I THICKNESSESS SHOWN ON THE ROOAD DETAILS ALSO, THEY WBL "
APPROX. LocATION SE R?p "qV srxE:
OF EXISTING SSMH / / N LINE MARKER 8 5' e•vl;• zaNES: Rzo DETERMINE WHETHER A GEO-GRID OR FABRIC SHALL li REQUIRED UNDERNEATH THE BRI STOL BAY
,•_�•
NV(V(FA)-gl X•) 56. p \ / n•1( /`�UNI AWp CURRENT USE: VACANT / STONE
INV(GRAVITY}90.98 (APPROX-) IJ& / / /4 1S ' \ . ;� SfCn� WACCAMAW TOWNSHIP - COLUMBUS COUNTY NORTH CAROLI(JA DRAW
11� PA`PMrTLPASS ENGINEERING, P.C. CHEq�•INGT N. NORTH CAROUNA 28412 pROJECF tp;r m• Y_+.�SHIPYARD BOULEVARD `CAI
IEVIEn 10 xLva� s uns no Sao s raps z-sr+o u 3sz s243 T52
/ GRAPHIC SCALE
/ 50 0 25 50 100 200
/V�_ y Phonc 910-
- Fox 910-392-5203 Ucense No. C-2320
SIo
y ! q • Owner: 90t1IH sloE DEVIzoPERs LNG sHEtT ra: 1
.( �• 133 LENNOII ROAD
S4 J OELCO. NORTH CAROLItN 28438
PFIWtE 9/0-520-5081 Q
OF: V
� REVISIONS 4n .
\ / ( IN FEET )
1 inch = 50 R
2
WMID PER I OF LAW V000161Nr.
a 10
3
IENfm FER NCDBmt-ICt
0-13-10
4
maw Loomm or
ND REMM SIDEX FUND1 e
e-31-10
5
REVISED PER NWEIR-0110 m LAOM. aWY6E EV ENIM ARD" PQC&
9-23-10
REV NO.
0ESCFAn ON
om
K.\AutoCAD\2005\15Z\BRISTOL-BAY(7-Z6-10).dwg

Permanent Seeding -- -
Specifications /6.11 - Specifications
Temp na Seeding
Specifications }6.10 - Specifications
(Speeifictions are as per the "Erosion and Sediment Control Planning and Design Manual' of the state of
(Specifications are as per the 'Erosion and Sediment Control Planning and Design Manual' of the state of North Carolina)
North Cardin)
Table 6.100 - Temporary Seeding Recommendations
Table 6.11p - Seeding No. 1CP for. Well -to Poorly Drained sobs with Good Moisture Retention; Low
far Late Winter and Early Spring
Maintenance
Seeding Mixture
Seeding mixture
Species Rate (lb/acre)
SpeciesRate
Rye (grain) 120
6 fescue 80/°ere)
lmpedeza (Kobe in
PSaf- a Bohez�ass 0
Piedmont and Coastal Plain,
Korean in Mountains) 50
Kobe lespedeza 10
Seeding Notes
Omit annual Impedeza when duration of temporary cover is not to extant beyond June.
1. From Sept 1 - Mar.. 1, use unswrified sericea seed
Seedingdates
2. On poorly drained sites omit sericea and increase Kobe to 30 Ib/owe.
Mountins - Above 2500 ft: Feb. 15-May 15
& Where a neat appearance is desired, omit sericeo and increase Kobe to 40 lb/acre.
Below 2500 it, Feb. 1-May 1
Piedmont - Jar. 1-May i
Nurse plants
Coastal Plain - Dec. 1-Apr. 15
Between Apr. 15 & Aug. 15. add 10 lb/acre German millet or 15 lb/acre Sudangrass. Prior to May 1 or after
Aug. 15. add 25 lb/acre rye (groer).
Soil amendments - Follow recommendations of sal tests or apply ZOOO tb/acre ground agricultural limestone and 750
Ib/ocre 10-10-10 fertilizer.
Seeding dates Beat Possible
Mulch - Apply 4.000 Ib/acre straw. Anchor straw by tacking with asphalt netting, or a mulch anchoring tad. A disc with
Early spring: Feb. 15 - Nor. 20 Feb. 15 - Apr. 30
lades Be nearly straight can be used as a mulch anchoring tool.
Maintenance - R~11ize if growth is not fully adequate. Reseed, refertdize and mulch immediately following erosion or other
Falk Sept 1 - Sept 30 Sept. I - Oct. 31
danoge.
Sol amendments - Apply lime and fwdtzer according to wall tests, or apply 3.000-5,000 lb/acre ground
Table 6.10b Temporary weeding Recommendations far Summer
agricultural limestone (use the lower rate on sandy gods) and 1.000 lb/acre 10-10-10 fertilizer.
Seeding mixture
Mulch - Apply 4,000 Ib/oere grain strove or equivalent cover of anther suitable mulch. Anchor straw by
species Rate (lb/°ere)
tacking with asphalt netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set
German millet 40
nearly straight can be used as a mulch anchoring tool.
Maintenance - If growth is less than fully adequate. refertdize In the second year, according to wall tests err
In the Piedmont and Mountains, a small -stemmed Sudangraes may be substituted at a rate of 50 Ib/age.
topdress with 500 lb/acre 10-1O-10 fwtlkw. Mow as needed when mrieea is omitted from the mixture.
Reseed. fertilize. and mulch damaged peas Immediately.
Seeding dates
Table 6.itq - Seeding No. 2CP far. Well -to Pool Drained sole with Good Moisture Retention; Hi
Y
Mountains - May 15-Aug. 15
Piedmont - May 1-Aug. 15
Maintenance
Coastal Plain - Apr. 15-Aug. 15
Sewing mixture
Species Rate (lb/acre)
Tall fescue (blend of two or
Sall amendments - Fallow recommendations of col tests or 2.000 lb/acre ground agricultural limestone and 750
three improved varieties) 200
Ib/owe 10-10-10 fertilizer.aPWY
Mulch - I 4,000 Ile acre straw. Anchor straw b tackingwith
bydt netting err a mulch anchoring tad. A dui with
Rye (grain) 25
blades set nearly straight can be used as a mulch tool.°
Seeding dates
Maintenance - Refortdize If growth is not fully adequate. Reseed• refertlize and mulch immediately fallowing erosion or other
Best' Sept 15 - Oct 15
Possble: Sept 1 - Oct 31 or Feb. 15 - Apr. 30
Table 6.10c Temporary Seeding Recommendations for Fail
Sol amendments - Apply lime and ferNizer according to wall tests. or apply 3.0000-5.000 lb/acre ground
wing mixture
Species Rate (I20
agricultural Limestone (use the lower rate an sandy sots) and 1.000 lb/acre 10-10-10 fertilizer.
Rye (fin)
MI - Apply 4,000 Ib/ocre groin straw or equivalent ewer of another suitable mulch. Anchor straw by
tacking with asphalt netting• or roving or by crimping with a mulch anchoring tool. A disk with blades set
Seeding dates
nearly straight can be used as a mulch anchoring tool.
Mountans - Aug 15-Dec. 30
Maintenance - Fertilize according to sal tests or apply 40 lb/are nitrogen in Jan. or Feb.. 40 lb In Sept..
Coastal Plain and Piedmont - Aug 15-Dee. 30
and 40 lb in Nov.. from a 12-4-8 , 16-4-8. or similar turf fertilizer. Avoid fertilizer appRoutians during
worm weather. as this inceases stand losses to disease. Reseed, fertilize, and mulch damaged areas
Sod amendments - Fallow sell tests or 2.000 Ile/acre ground agricultural limestone and 1,000 Ile/acre 10-10-10
immediately. Mow to a height of 2.5-&S mines as needed.
fertilizer.
Table 6.11r - Seeding No. 3CP for: Dry Sands to Sandy Looms;
Mulch - Apply 4,000 Ib/oero Wow. Anchor strove by tacking with asphalt• nettng, or a mulch anchoring tool. A disk with
High Maintenance, Fine Turf
blades set nearly straight can be used as a mulch anchoring tool.
Seeding mixture
Maintenance - Repair and refertlize damaged areas Immediately. Topdrese with 50 lb/acre of nitrogen in March. If it Is
Species Rate (bu/1.000 III
necessary to extend temporary cover beyond June 15. overmod with 50 Ib/acre Kobe (Piedmont and Coastal Plain) or Korean
lifway or Tifway R Minimum: 3
(Mountains) lespedeza in late February or early March.
hybrid Bermudograsa Rapid cove: 10
Seeding Notes
1. Sprig or sod (Practice 6.12, Sodding). Moisture is essential during initial establishment Sod must be kept
well watered for 2-3 weeks• but can be planted earlier or later than sprigs.
60' PUBLIC RIGHT-OF-WAY
2. Common Bermuda can be seeded or sprigged but does not produce o high -quality turf. It is also lees
cold tolerant than the hybrids• more weed prone. and a pest In flower beds and specimen plantings.
1.5' SF9.5A ASPHALT
Planting dates
15'
2'
i-V 13'
r 15'
Apr. - July
I 0.5hi
1 1 4'1.
0.5%
Sol amendments - Apply line and fertilizer according to wall tests• or apply 3,000 lb/acre ground
agricultural limestone and 500 Ile/acre 10-10-10 fertilizer, or 50 lb/acre nitrogen from turf -type
slow-reieass fertilizer. Add 25-50 lb/acre nitrogen at 2- to 3-week intervals through midsummer.k
Sprigging - Plant sprigs in furrows with a tractor -drawn transplanter. or broadcast by hand
GRASS
GRASS
Furrows should be 4-6 fiches deep and 2 it apart. Place sprigs about 2 it apart in the row with one
6' ABC STONE '
TYPE li' W
end at or above ground level (Figure 6.11d).
_
TYPE 'H CU
Broadcast at rates shown above• and press sprigs into the top 1/2-2 inches of sol with a disk set
straight so that sprigs are not brought bock toward the surfacer
USE SAME STONE & ASPHALT (TYPE
Mulch - Do not mulch.
& THICKNESS) FOR CARIBOU COURT
Maintenance - Water as needed and mow to 3/4- to 1=inch height Topdron with 40 lb/acre nitrogen in
NOTE WELL: SEE NOTE /30 ON SHEET 1
Apr.. 50 lb in May, 50 lb in June. 30 lb in July. and 25-50 its in Aug.
BRISTOL BAY DR CROSS-SECTION DETAIL
Table 6.11s - Seeding No. 4CP for. Well -Drained Sandy Looms to Dry Sands. Coastal Plain and Eastern Edge
NOT TO SCALE
of Piedmont; Low -to Median -Care Lawns
Seeding mixture
Species Rate
Centipedegram 10-20 Ib/°ere (seed) or
a
33 bu/acre (sprigs)
40' PRIVATE RIGHT-OF-WAY
Seeding dotes
NORTH SIDE SOUTH SIDE
Mar. - June
1.5' SF9.5A ASPHALT
(Sprigging can be done through July where water is available for Irrigation.)
4'
2•
1 B' 9'
2'1 3' 4.75'
3'
3.25'
Sol amendments - Apply lime and fertilizer according to sod test% or apply 300 ib/acre 10-10-10.
Q.Sx
1 4'•i'
1 4':1'
.1•
Sprigging - Plant sprigs In furrows with a tractor -drawn transplanter. or broadcast by hand
Furrows should be 4-6 in cries deep and 2 It apart. Place sprigs about 2 ft apart in the row with am end
at or above ground level (Figure 6.11d)
Broadcast at rates shoran above• and prom sprigs Into the top 1/2-2 inches of wall with a disk set straight
�
so that sprigs are not brought back toward the surface,
Mulch - Do not mulch.
GRASS
6' ABC STONE TYPE 'H• GRASS
Maintonance - Fertilize very sparingly - 20 Ib/ocre nitrogen in spring with no phosphorus Centipedegrms,
TYPE 'H' CUR 2:1 OR FLATTER
cannot tolerate high PH or excess fertilizer.
USE SAME STONE & ASPHALT (TYPE -
Table 6.11t - Seeding No. 5CP for. Wel{-Drained Sandy Looms to Dry Swift
&THICKNESS) FOR CARIBOU COURT
WELL -NOTE 1SEE NOTE /30 ON SHEET 1
Low Maintenance
Seeding mixture
TRAPPER LANE CROSS-SECTION DETAIL
Species Rate Ob/acre)
Pom a Behiogrom 50
NOT TO SCALE
Swieea Impedezo 30
Common Bermudogross 10
German millet 10
Sewing Notes
1. Where a neat appearance is desired• omit aerieea.
2. Use common Bermuda only an isolated sites where It cannot become a pest Be mudagrass may be
R35.0' / \
R35.0'
PROPERTY UNE
S-um ft\ft
0-10yr-4.098 ifs
V-10yr"2.263 fps
WEST
EAST
S"0:003 ft\ft
Q-10yrw26.216 ifs
'y 1' DEPTH
V-101r"2.48 fps
2.25' MIN. DEPTH
NOTE SOUIVERN SIDE SLOPE ABOVE MNdilm DEPTH
OF SCALE TO BE 21 W M XH EXISTING
3'
3.1 TO EXISTING DITCH
GRADE AT PROPERTY LINE F NECESSARY.
INVERT GRADE, THEN
MIMAIELY SEED & STMIJZE WITH E)ICD9DR
MAINTAIN GRADE TO
MAT PRIOR 10 MY RAINFALL EVENT.
EXISTING DITCH BOTTOM
SWALE #2 DETAIL
N.TS
NOTE NkMATFLY SEED & STABILIZE NTH EXCELSIOR
MAT PRIOR TO ANY RAINFALL EWW.
NI SEE SCALE 0 SECTION A -A DETAIL &
SCALE F SECTION B-B t1ETAIL
SWA 1 DETAIL
L S
4' MAX.
A
HARDWARE CLOTH
(1/4 MESH OPENINGS)
C11
I `NCDOT #5 OR /57 r
WASHED STONE
NOTES-
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING
THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE
INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER
THE GRAVEL FOR ANCHORING IS RECOMMENDED.
HARDWARE CLOTH & GRAVEL
INLET PROTECTION DETAIL
NOT TO SCALE
replaced with 5 lb/oere centipedegraaa
R37.
R25.0'
Seeding dates
R33.0' \
R35.0'
Apr. 1 - July 15
'
44.2
Sol amendments - Apply lime and fwtlizer according to sod tests, or apply 3,000 lb/acre ground
R25.0'
agricultural limestone and 500 Ib/ace 10-10-10 fertilizer.
1 orb taddn er suitable mu eh. Arch
- 4 b acre th strove a equivalent cover of another
Mulch 000 Y 9
Apply ! grain equ
R 5.0'
2
R370'
J
' in with a mulch anchoring tool. A Bulk with blades sit neart
d roving, a netting or Y with 9 t tinul Y crimping asphalt. g,
R 35.0'
' t can be used as a rrwdch aneorin tad.
9 straight
Maintenance - Refertlizs the fallowing Apr. with 50 Ile/acre nitrogen. Repeat as growth requires May be
/
R33.0'
mowed only once a yew. Where a neat appearance Is dewed. omit mice o and maw as often as need.
�
Table 6.11v - Seeding Na 7CP for. Grass-1ned Channels; Coastal Plain. Laver Piedmont and Dry Sots in the
'3
? O.
R37.0'
R35.0' /
R60.0'
/
Control Piedmont
y o.
Seeding mixture
Rate (Ile
.0. .
R25 0'
R35� R60.0'
1awe)
Common BermudagrWs 10-80 (1-2 Ile/1,000 ft^2)
- i
Seeding dates
Coastal Plain:
15.= June 30
CARIBOU COURT
Sall amendments - Apply lime and fertilizer according to sal tests, or apply 3.000 Ib/owe ground
BRISTOL
BAY DRIVE
CUL-DE-SAC DETAIL
agricultural limestone and 500 lb/awe 10-10-10 fertilizer.
CUL-DE-SAC
DETAIL
N.T.S.
Mulch - Use jute. excelsior matting or other effective charnel lining material to cover the bottom of
N.T.S.
channels and ditches The lining should extend above the highest calculated depth of flow. On channel side
slopes above this height and in drainages not requiring temporary Linings, apply 4.000 lb/owe grain strove
and anchor straw by stapling netting over the tap.
Mulch and anchoring materials must not be allowed to wash down elapse where they can dog drainage
devices.
Maintenance - A minimum of 3 weeks Is required for establishment Inspect and repair mulch frequently.
Ref Ilze the following Apr. with 50 Ib/acre nitrogen.
Refer to Appendix 8.02 for botanical narrus.
5
NOTES:
1, FILTER FABRIC SHALL BE A MINIMUM OF
36' IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
2. STEEL POST SHALL BE 5' 0' IN HEIGHT
AND BE OF SELF FASTENER ANISE
STEEL TYPE
BRIC SKIRT
HE ENGINEER
EARTH o
1 �
I
0 0
TYPE "Ho CURB AND GUTTER
SD 7-04
NOT TO SCALE
ASPHALT
CRUSHED STONE(ABC)
S-OM3 ft\ft
O-iD-7.143 cb
V-10yr�1,1518 fps
� 'Y� 1' MIN. DEPTH
3 MIL
NOX SMnWM SUE SLOPE ABOVE MMMM DEPTH
OF SWALE TO BE 21 TO MATINS DOSIIW
GRADE AT PROPERTY LIE F NECESSARY.
MEDIAIELY SEED It STABIUM WIN DMSIOR
MAT PRIOR TO ANY RAINFALL EVENT.
SWALE 13 DETAIL
N.T.S.
a
SUPPORT ROPE TO
WERE TO PREVENT SAGGING
1 4' 1
SUPPORT POST, 24-
INTO BOTTCM OR SIDE
S"0.003 ft\ft
0-10yr••1.316 ch
d V-10yr=1.3686 fpw
11ti `� i' MIN. DEPTH
SWALE A DETAIL
KTS
STAKE TO
SUPPORT WIRE
`­-COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
NOTE: 700 G/M^2 COIR EROSION BLANKET, COIR MESH,
TREE PROTECTION FENCE FOLDED OVER TO REDUCE PORE
SIZE, OR OTHER SIMILAR MATERIAL TO BE USED AS BAFFLE
TEMPORARY POROUS BAFFLE CROSS SECTION DETAIL
,r
MIT y 7 ••
, a
u!' I IIIIII=IIIIII
'III IIIIII IIIIII, IIIIII IIIIII �:;i:;. , '��' I'll IIIIII-IIIII!-11''
I IIIIII IIIIII
IIIIII-IIIIII
I - '
Ilil IIIIII IIIIII - F . .II IIIIII IIIIII IIIIII-IIIII
=IIIIII Illlli ; •'III) EL IIII II IIIIII=_IIIIII IIIIII IIIIII
II '.III IIIIII IIIIIr � ell IIIIII IIIIII IIIIII !IIIII
MMIIIII"
YI4 I In tr n
/57
V MY
R40.0' R40.0
R44.0'
R34.0'
e,� ,,. R36.0'
\ \ 0' \v/
lam,
TRAPPER LANE
CUL-DE-SAC DETAIL
N.T.S.
RAP
FILTER
FABRIC
OVERFILL 6'
FOR
SETTLEMENT
BY-PASS 6'
NATLAL BELOW SETTLED
GROUND TOP OF DAM
01IIIET PFE �I
�� RAP
RACE O E LAYM OF FILTER
FABW UNDER RP RAP.
NOT TO SCALE
NOTE: FILTER FABRIC TO BE PLACED UNDER
ENTIRE FOUNDATION AND BOTH EARTH
A&1TEMENTS OVERLAP 1 FT AT ALL
JOINTS, UPSTREAM STRIP OVER
DOWNSTREAM STRIP.
NOTE FILTER FABRIC TO BE PLACED UNDER
ENTIRE FOUNDATION AND BOTH EARTH
ABUTEMENT& OVERLAP 1 FT AT ALL
JOINTS, UPSTREAM STRIP OVER
DOWNSTREAM STRIP.
1 I RV® 10 me amain
2
fIMM PM MMI OF LAB nwhCOMM.
et/a
3
REVSM To AaMBr DIUML
8-13-10
4
MOW 10 MAW SOME a #3 MU" Aar A W Nara( akw /1 OW
eat-10
REV NO.
DESCRIPTION
011E
Lit
0.5' MIN. DEPTH
�• Y
WEIR 11 DETAIL
N.T.S.
MIN. YARD GRADE
W
z
3
1-
00.75 MIN.
LOT LINE GRADING DETAIL
N.TS
MAINTENANCE PLAN
TOP OF SHEET METAL
ELEVATION=94.40
SHEET METAL DETAIL
N.T.S.
I, ALL EROSION CONTROL MEASURES WILL BE CHECKED EVERY 7 DAYS DR
AFTER EACH RAIN PRODUCING V INCHES DR MORE WHICH EVER COMES
FIRST.
2, SEDIMENT WILL BE REMOVED FROM BEHIND SILT FENCES WHERE SEDIMENT
1T 05 FEET DEEP AND REPAIR FABRIC IF TORN, LEAKING OR FAILING.
3. INSPECT ANTI RFERFSIT CONS I RUCT TUN FNIRANCF WITH A NEW LAYER OF
GRAVEL AS NECIFoSARY.
4, CHECK SEDIMENT BASINS ATIER PERIUUS OF SIGNIFICANT DUNCEF.
REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS
WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE,
AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE AL 1-
NECESSARY REPAIRS TEIMEDTATFL Y, REMOVE ALL TRASH AND OTHER DEBRIS
FROM THE RISER AND POOL AREA.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOI. NO
LONGER DRAINS PROPERLY OR IF THE RUCK IS DISLODGED.
5. INSPECT TEMPORARY SEDIMENT TRAP', AFTER FACII SIGNIFICANT RAINFALL,
REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS Arr[IMLILATED TO ONE-HALF THE DESIGN
DLPIH HE THE IRAP. PLACL IHE SEUIMLNI IHAI IS RLMUVLU IN THE
DESIGNED DISPOSAL AREA AND REPLACE THE CIINTAMINATED PART OF IHE
GRAVEL FACING.
CHECK THE STR1Jr_T11PE FOR DAMAGE FROM EROSION OP PIPING.
PERIODICAL I CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT 1S A
MINIMUM OF IS FT BELOW THE LOW POINT OF THE EMBANKMENT,
IMMEDIATELY FILL ANY SFTTIFMFNT OF THE FMBAKMFNT TO SIIGHTIY
ABOVE GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE
REPLACED TMMFDIATFL Y.
AFTER ALL SEDIMENTPRODUCINGAREAS HAVE BEEN PERMANENTLY
STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING ARCAS AND STABILIZE
PROPERLY.
6. INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF
ANY ERGSIDN AROUN➢ ❑R BELOW THE RIPRAP HAS TAKEN PLACE OR [F
STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
7. RTP RAP SHOl1LD BF TNSPEf;TED PFRiODTCALLY FOR SCOUR ❑R DTSI ❑DGEO
STONCS. CONTPDL ❑F WEEL ND ERUCT GROWTH MAY BE `lEEDE, L. COME
LOCATIONS
8. ROCK DAM CHECK SEDIMENT AFTER EACH RAINFALL REMOVE SEDIMENT
AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ABOUT
OUT THE DESIGN VUUJME
CHECK NHL SIRUCIURL TOR EROSION. PIPING, AND RUCK UISPLACEMENI
AFTER EACH SIGNIFICANT PAINSTURM AND REPAIR IMMEDIATELY.
5. INSPECT ALL MULCHES PERIODICALLY AND AFTER RAINSTORMS TO
CHECK FOR RILL CROFTON DISLOCATION, OR FAILURE- WHERE EROSION IS
OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE
SLOPE GRADE, RESEED, AND REINSTALL MULCH, CONTINUE INSPECTIONS
UNTIL. VEGETATION IS FIRMLY ESTABLISHED.
10. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF
EVENT.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND
EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM, CORRECT ALL
DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE LHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO
F'REVLNI UAMAGL iU LHANNLL VLGLIAi1UN. ALLOW THE I,HANNLL TO
DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM
CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED T❑
MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
TNSPCCT BAFFLE', AT LEAST DNCF A WEFK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY,
BI "URF I MAIN! ;N AC (E !TT [HT PAT!! ES. ,HE!!][ D THE FABRIC OE A
BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE
IT PROMPTI Y.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL -TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE
BAFFLES DURING CLLANOUT SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CUNTRIBUllNG DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS, BRING THE AREA TO GRADE.AND STABTLT7F IT,
12, INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 0
INCH OR GREATER) RAINFALL EVENT, CLEAR THE MESH WIRE OF ANY
DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SU13SEUUENT
RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STUNE AS NEEDED,
13. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLUW AREA AND
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS
PERMANENTLY STABILIZED REMOVE THE RIDGE AND THE CHANNEL TO
BI -END WITH THE A THPAI LE .J JD APPROPRIATELY .BILT?E
IT
14, IN',PF..T SKIMMTS } DIME HE BASINS AT LEAST WEFKI_Y AND AFTER EACH
SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR
TMNEDTATEI-Y. REMOVE SEDIMENT AND RFCTORE THE PA -TN TO ITS
ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE
HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT
THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE
F F , I RF I P 1 .FN h R IM TH NT AlIN. N II II_T AR I IN 1HF \K MM. Pup
. EI IM_ [ I B L Ll D 1 J
THE FIRST CEIL MAKE SURE VEGETATION GROWING IN THE BOTTOM OF
THE BASIN DUES OUT HOLD DOWN THE 4EIMMER
REPAIR THE BAFFLES 1F THEY ARE ➢AMAGED, RE-ANCHUR THE BAEELES IF
WATER IS FI OWTNG INN➢FRNFATH OR AROUND THFM-
IF THE SKIMMER 1S CLOGGED WITH TRASH AND THERE IS WATER IN THE
BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP
AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DUES
NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND
REMOVE THE DCBRH ALE] CHETV THE ORIFICE INSIDE THE SKIMMED TO
SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM UP BARREL PIPE li CLOGGED, THE ORIFICE CALL 'cF
REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY
FLUSHTIJG WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
REPUSIIIONING THE SKIMMLR
CHECK THE FABRIC LINED SPILL WAY FOR DAMAGE AND MAKE ANY REGUIRE➢
REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OE THE SPILLWAY.
CHECK THE U4BANP.MCh1T, SF[LL:IAYS, AND OUTLET FOR EROSION DAMAGE,
AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL
NECESSAPY REPAIR- TMME➢IATEL". REMOVE ALL TRASH AND OTHER
DEBRIS FROM THE SKIMMER AND POOL AREA,.
FRFF7TNG WFATHFR CAN RFSI!I T IN Trr FTIRMTNIT TN THE BACTN. S[IMF
SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT
THE'*TMMER FROM PLUGGING WTTH LC
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
DETAIL SHEET DATE
7-8-f0
BRiSTOL BAY SCALE: S.
WACCAMAW TOWNSHIP COLUMBUS COUNTY NORTH CAROLINA DRAWN:
J CB
Try
M MALPASS ENGINEERING, P.C. CHECKEI>
1 134 SHIPYARD BOULEVARD JBM
WILMINGTON. NORTH CAROUNA 28412 PROJECT NO.
' Phone [phone]
Fox 910-J92-5203 U"Fee No. C-2320
i 6jl
Owner:. SOUTH SIDE DEVELOPERS INC. SHEET N0: L
433 LENNON ROAD
DELCONORTH CAROLINA 28436
E PHON9/0-520-50610-5081 Q
K:\AUtO(AD\ZUO5\15Z\BMI0L-5AY(/-2b-1U).Owg ? '-

NOTES:
1. MUHLENBERGIA CAPILIARUS(PINK MUHLY) $ SPARTINA BAKERI(CORDGRASS) OR CENTIPEDE
SOD TO BE PLANTED ON SLOPES OF PONDS ABOVE THE PERMANENT POOL k EITHER
PICKEREL WEED, BLUE FLAG IRIS, OR DUCK POTATO TO BE PLANTED ON THE
VEGETATED SHELF.
2. IF THE BASIN IS USED FOR SEDIMENT AND ERDSION CONTROL DURING CONSTRUCTION,
CLEAN OUT OF THE BASIN IS SPECIFIED PRIOR TO USE AS A WET DETENTION BASIN.
3. ALL WATER THAT DRAINS OFF IMPERVIOUS SURFACES WILL BE DIRECTED INTO THE
STORMWATER SYSTEM, BY EITHER RAISING AND SLOPING SITE TOWARDS THE STREET,
PIPING TOWARDS THE STREET OR GUTTERING AND SPIWNG WATER INTO FRONT YARDS
THAT DRAIN TOWARDS THE STREET(ALL ROOF DRAINS MUST BE DIRECTED TO THE PONDS).
4. ENERGY DISSIPATORS TO HAVE FILTER FABRIC UNDERLAYMENT.
5. IF THE PONDS NEED TO BE DRAINED FOR MAINTENANCE OR AN EMERGENCY A PUMP
IS TO BE USED TO DRAIN THE PONDS.
PON
EL V
TOP
POND
PERM.
POOL
TEMP.
POOL
OREBAY
BOTTOM
VEGETATED
SHELF
POND
BOTTOM
T V
EMER(2 NCY
IMPERVIOUS AREAS
S AR ET
FOREBAY
MAIN
POND
TOP
WIER bottom W1ER to
ORI C
OUTLET
LOTS
ROADS
WALKS OTHER
OFF
TOTAL
1
93.25
96.0
92 75
93.8
92.25-93.25
85
NIA N A
1.5-0 O 9275
36-0 RCP O 90.72
16 O 94.75
104 500
128,569
A1A 3
N A
1331C
2
91.28
95.0
92 5
93.3
92.0-93.0
86.5
875
7.
NIA N
1 •o O 925
2-15-0 RCP O 9235
10O 94.0
27 500
12 481
NIA 32
NIA
40 013
Ka
OUTLET
STRUCTURE
(SEE DETAIL)
Sl---------- - -
-------------TEMPORARYPOOLEL
-------------
3' WIDE
BERM _ PERMANENT POOL EL
10.1 SLOPE S FOREBAY FOR tat
Oaf, 2'•� / POND
BOTTOM OF FOREBAY Opp }� 10' IMDE
VEGETATED
BOTTOM OF POND SHELF
TOP OF POND
NOTE: THE PURPOSE OF THIS LINER/WALL IS TO
PREVENT THE PROPOSED POND /2 FROM DRAINING
THE ADJACENT WETLAND AREA TO THE WEST.
IV
TOP O ELEV-94.50 (0.5'
BELOW TOP OF POND)
;!N!Y
MIN. V THICK FOR CLAY WALL.THICKNESS AS REQUIRED TO EXHIBIT
STRUCTURAL INTEGRITY do AN EFFECTIVE
NOTE. EITHER A SYNTHETIC HYDRAULIC CONDUCTIVITY NO GREATER
LINER OR A CLAY WALL MAY THAN 1x10^(-6) cm/s FOR A SYNTHETIC
BE USED. LINER.
BOTTOM OF POND
BOTTOM O ELEV=91.5
(MIN. V BELOW
PERMANENT POOL
ELEVATION)
NOTE: USE SOIL THAT IS
FINER THAN 30% CLAY
FRACTION FOR CLAY WALL
SYNTHETIC LINER OR CLAY WALL DETAIL
N.T.S.
WEST I EAST
PROPERTY LINE
TOP OF EXISTING DITCH;
TOP OF EXISTING DITCH; INV=95.0 (APPROX.) -I
5.40'
1 EXISTING DITCH \
SIDE SLOPE TO
\BE EXCAVATED 1 82'
INV=96.0 (APPROX.)
7.96'
0.75'
FOREBAY & POND SECTION
NOT TO SCALE
-� 3' �- 8.18' ---m-1
BOTTOM OF EXISTING DITCH; INV=92.0 (APPROX.)
PROPOSED SWALE BOTTOM; INV=91.99
SWALE #1 SECTION A -A DETAIL
SCALE: 1 •=5'
WEST I EAST
PROPERTY LINE
TOP OF EXISTING DITCH; INV=96.0 (APPROX.)
TOP OF EXISTING DITCH; INV=96.0 (APPROX.) ---I
6.64'
EXISTING DITCH
SIDE SLOPE TO
BE EXCAVATED
1.63'
5.85'
1.09,
1.45'
BOTTOM OF EXISTING DITCH; INV=93.0 (APPROX.)
3' 1.07'
tPROPOSED SWALE BOTTOM; INV=91.05
SWALE #1 SECTION B-B DETAIL
SCALE: 1 "=5'
NOTE: PERMANENT POOL CONTOUR IS DIMENSIONED.
POND #2 DETAIL
SCALE: 1 "=20'
OUTLET STRUCTURE DETAILS (FEET)
POND
BOX
INSIDE
SLAB
GROUT INSIDE
THICKNESS
BOTTOM OF BASE
ELEVATION
1
I 4x4 17x7xO.51
MIA
1 89.5
2
1
18x7xO.51
NIA
I 91.35
N it 1 •iC 7'
SEE PLAN VIf
FOR CONTINUATI,
6" THICK PRECAST
OUTLET STRUCTURE
ELEV. LOUTLET PIPE
12• EXTENDED BASE
b7�I�T��1@'4J
FLOW - :."r•,re M•� 23 5'
fir• •�• .J-
• w ••1 5' THICK RIP RAP
(6• d50 OR LARGER)
EMERGENCY SPILLWAY POND #1
OUTLET PROECTION
NOT TO SCALE
1
I IEMM 10 AM OW ROOM= TO POW CHAIM
8-12-10
2
SENS® 1D MD MMS At #AM MW #1 MMET SnWCRM tWATM
S-J1-10
NEV NO.
DESCHPnoN
DATE
REVISIONS
2 '± 15'
FLOW _ eee•,I;e >
1.5' THICK RIP RAP
(6• d50 OR LARGER)
EMERGENCY SPILLWAY POND #2
OUTLET PROEC11ON
NOT TO SCALE
a]
DATE
DETAIL SHEET 7-28_10
BRISTOL BAY �_S.
WACCAMAW TOWNSHIP COLUMBUS COUNTY NORTH CAROUNA DRAvm
1 JL
NA(! MALPASS ENGINEERING, P.C. CHECKED-
�tp� T' 1134 SHIPYARD BOULEVARD `BM
�'T,y;>� WIUAINGTON, NORTH CAROLINA 26412 PROJECT N0:
('�%'. Phone [phone]
� � y�_ icx 910-392-5203 Ucense No- C-2320
•� '+L . Owner. SOUTH SLOE DEVELOPERS INC. sHEEr Ho:2A
.:i �,:";` 433 LENNON ROAD
DELCO, NORTH CAROLINA 28436
4% A PHONE: [phone]
p, 1 OF:
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