SW8080807_APPROVED PLANS_20100111

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8(28C�
DOC TYPE ❑ CURRENT PERMIT
2 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

REVISIONS
WHITEMAN AVE SANDY LN. Date Description By
ADD 2 HYD., MOVE
SITE IY O6/16/09 BACKFLOW PREVENTOR LDK
R2 ADD SPOIL PILE AREA
REMW 07/20/09ADDOGRAVITY SEWEVE DITCH RS LDK
HARRELLS LN. Z z R3 REDUCED SIZE OF LDK
r 17/30/09 SPOIL PILE AREA
= LONG LEAF DR. _j R4 ADJUST SEWER
O 08/12 09 INVERTS LDK
W HERIDA DR. x EEDDITEDD SSEBFELINES EJB
WIND SAIL DR. � 1Y D9 16/09 GAF€DELVE
z 0 R6 ADDED SIDEWALKS
0 z LAUREL DR. 1T 24 09 REMOVED ROAD EJB
SITE DATA:
(D 7- R7 REV IMPERVIOUS AREA LDK
OWNER: WRIGHrSBDRO BAPTIST CHURCH Ly
SITE ADDRESS: 652 CASTLE HAYNE RD. .1 FfSNA W 01/07/10I DATA L
N.H.Co. PARCEL No. R03311-002-003-000 --- -- - EXISTING CONTOUR
TOTAL AREA 28.08 ACRES eV _._.
DISTURBED AREA 6.34 ACRES ci°' EXISTING SPOT ELEVATION 3
ZONING R-20 RESIDENTIAL DISTRICT
No. OF BUILDINGS 1 �^a`' PROPOSED SPOT ELEVATION
BUILDING ONE 15.945 SF ® DROP INLET W/INLET PROTECTION ORTH
PROPOSED BUILDING AREA 15.945 SF STORMWATER RUNOFF DIRECTION e
BUILDING COVERAGE 1% (sn LANDSCAPING
$
SETBACKS (REQUIRED)- REAR
3200
LIMITS OF DISTURBANCE
SETBACKS (PROPOSI �T 31p( s 15' u TEMPORARY SILT FENCE VICINITY M A P
REAR SIDES 1802/172' CONCRETE AREA
PARKING SPACES REQUIRED: --„:5::;;5;^=„c, ". GRASS PARKING NOT TO SCALE
1 SPACE PER 4 SEATS T l
900/4 225 v
PARKING SPACES PROPOSED:
234
PARKING SPACES PROPOSED: 225
EXISTING BUILDING
AREA
115.INS SF I
PROPOSED PERAO AREA 15,711 SF
PROPOSED PAVED AREA 41.637 SF
PROPOSED GRASS PARKING 19 013 SF
TOTAL IMPERVIOUS AREA 185.306 �15.145)
LANDSCAPING AREA REQUIRED: (41.537VBS) 3.299 SF I I
LANDSCAPING AREA PROVIDED: 5,935 SF
CAMA LAND USE CLASSIFICATION TRNISRION
TREES REWIRED (154.85ACRES) 88 r
-� BUCK U.WAWI ARNOLD SACHARIAT RICHARD v
JR LINDA C VALERIE
R0330ZONE:-026-000 R03308-001-035-000
Z-001-2
BUCK JR UN ARNOLD RESIDENTIAL DISTRICT ZONE:R-2O
(1) HYD ASMBLY JR 01-0 C USE:956-UNUSED LAND RESIDENTIAL DISTRICT
T BUCK JR LIN ARNOLD R03308-001-027-000 USE:10-1 FAM RES r n
I JR LINM C ZONE:R-15 1
3' R03308-001-029-000
RESIDENTIAL DISTRICT
BUCK WIILLLLI LIN�ARNOLD ZONE:R-15 USE:958-UNUSED LAND 11.97 S 8' 36' 15' E
RESIDENTIAL DISTRICT
R03308-001-030-000 SE:958-UNUSED LAND
BUCK WILLIN ARNOLD ZONIAL DISTRICT
g '_ I
al °' EASEMENT RESIDENTIAL DISTRICT '�4C_?``C`3 I
oI R03308 R001 031-000
z T11 BUCK WIlLIAM ARNOLD ZONE:R-15 USE:13-MOBILE HOME 1
wa I SE-.tJR ETUX )BILE 2-1000 01 E
KERN GERARD °'m (1) 8a8 TEE �� �S�ZONI:R-STRICT
R03307-001-002-000 a (2) 8' GATE VALVE T1 44. 18� E 1
ZONE:R-20 3 (1) 8' BACKFLOW I URESIDS-MOBILE
DISTRICT E 1157.98
RESIDENTIAL DISTRICT oo PREVENTOR7 BUCK RLL�ARNOLD BUCK WILL4U1 UNDAARNOLD
R03307-004-013-ODO JR 04-0 C 1 M
us FAM RES -22 BUCK J! LIN ARNOLD R03307-W4-012-000 Y W
-^^ JR LINDA C ZONER-,5 ZONE:R-15 1 ( O
\ R03307-OOh014-000 RESIDENTIAL DISTRICT RESIDENTLLL DISTRICT TQQ` 1
BUCK WILLIAM ARNOLD ZONER-15 USE:13-MOBILE HOME E:13-MOBILE HOME 1 1 1
SURRATi DEBORAH pp SMITH ANNE O JR LINDA C RESIDENTIAL DISTRICT
LYNN COFFEY LENE A R03307-004-006-000ZONI
�,,, zz BUCK AlWILLWA ARNOLD R03307-004-015-000 SE:13-MOBILE HOME r-
R03307-001-DOI-000 I R03307-00 007-000 ZONE:R-15 1
ZONE:R-20 ZON -15 RESIDENTIAL DISTRICT G r ,
BUCK WILlb1M ARNOLD RO3307-004w 3-000 REST RESIDENTIAL DISTRICT 3' m 1 O V
RESIDENTIAL DISTRICT RESID DISTRICT USEAOI FAM RES JR LINDA C ZONE:R-15 USE:13-MOBILE HOME
USE:10-1 FAM RES ! USE:10 FAM RES
SSMH .2 1D R0330ZONE:R 004-000 RESIDENTIAL DISTRICT
- 100' R/M� IM 34.20 USE:10-1 FAM RES
ZONE:R-15
- BRINSON MATTHEW E I _ IRV 32.07 50' TEMPORARY RESIDENTIAL DISTRICT 7
AMANDA B CONSTRUCTION E E USE:10-1 FAM RES I"'-I
R03311-001-016-000 BUFFER b tJ�
ZONE:R-20 50' w Iw 1
,�.a STORAGE FACT No. 8 CLEAN IXISTI DITCH 'N�� 1J 1 •- � o
RESIDENTIAL DISTRICT TO BE CONVERTED TO RIM 30.75 APPROXIMATE 175 LF
COOKING SHED INV 27. -�` THER• 1 m
USE:10-1 FAM RES I _ O 0.3OX MIN UM AND RING DftY WFw 1 1>y 1 1
SMITH DARLENE (2) 8 22 Xi' BENDS LINE WITH IX ELSIOR MAT DU
R03311-002-001 0 (1) 6' 4B BEND AND SEED IIIEDIATELY 18' ASPHALT DRIVE PITCH TO BE F > TSF \ m•
Z-002-15 (1) 45' BEND .0. ASSEMBLY .10 B
BASS FLORA M ALTON RAY RESIDENTIAL DI ICT (1) B x6` TEE EXISTING DITCH �� a �_
R03311-001-015-000 - y- � TO BE FILLED '^""�
ZONE:R-20 18' FES INV 267 USE:13-MOBILE ONE (1) 6 C.V. ��. f *�"'" -� '°.b }
TSF
RESIDENTIAL DISTRICT W/ x10'.12- ED SDMM No 2 (1) 8' C.V. W. •• �+ -� °W SPOIL 10 AR� ( LIMITS OF ))) /
USE:10-1 FAM RES S 51'1228s„„,,,, A-""' o. G �� P+ o �15 100' X_700 DISTURBANCE/
EXIST. D RIM 2�. 114301AFNT io 33 a. ti €
''-.....,.- � ASPHALT DRNEWAYS .Y • ° , �o Y ' L /
PICNICr ., . I 1 F F
-NWTMAN AVE. Ja - _(�V M w AREA SHELTER EXISTING' '` y t a I 'ey4• oo I �+.'
°e�.,.., "A.+.mY' r_ WATER LINT; 1 x. + '�, 1 v
1 11 TEE .,. �:.,.. & ,. - E I .. 1 u ; ,pl. . 1 r �' u i Pn• 4" SDI No. S 1,�11 O
S 0 1 V 1
EXISTING DI _..- g I , r. : �:+; I �'Ps�: �.I° 1(�' .RIM 32 W Z
5 Ip o
(2) 8' VA
- RIM-33.55 ',I ° o ;;.> .✓..;_ 1 0 -.�-� o L9 z �.
ASMABLY 3044� ®S LOT g 200 0 ° o- O '•+f 24' INV 27.50
1 BAC W PREVENTOR (1) HYD II 4A ,�1
EASEMENT _. o H ° 1 Q; ° 33. ] a 9 o o---�a �' 1 n 37 DI No. 4 1( ( �LI I�
`, U•A RIM 3200 a r� F•�i
WRIGHTSBORO SUPPLY LLC �. : h - _ _ -- ' si oAEAsc mw 1�', .+ �k a d `o INV 27.30 54 Y!
R03311-006-027-000 - = i. _. .. - /
ZONE -1 z I GRASS LOT
,_�, SSMH No. 1A (1Z Mfli °croi ox _ _ � L•.5� 0 24' FES INV 27.10 � � � z 59 6 7S
RIM 34.00 �0
BSINESS DISTRICT 41 m ® NV 31.47 SF 45':BEN' � �a;' "' 18^RCP ° o o / _ � y JEDREY THOMAS J
�n _ _ ,. IINIV i _5\� �'r 1ti O _ U R0331ZONE:R 20 000 O FS�
I USE:553-TIRES BATTERIES x--.-. p EXISTING DI - I "� r N RESIDENTIAL DISTRICT r
w RIM SS 12 ARPROXIMATE- �''
I N 29.95 LOCADO OF . r 1f _
EXISTING
32.72I INV-OUT, EXISTING 1 ;) 8' FIRE.SERVICE �S \\ i� 1 ;1_ \ .I 1� �, o N USE:10-1 FAM RES
' _ OUT 4.87 IX O 2' WATER 1 FDC AT FRONT OF BUILDING
n. K 3
INV, OUT _ W - ( ) -* x� ro ' y \ :I'i' x 1.
N
Xis.WATER SERVICE ` - s S 81' No c on
m
28.UT ISTNG DI 1 + 1 LIMffS OF \ -� 13' 2 1 1
111 >
N P NN WI•+
RIM 33.49 b� DISTURBARCE N m A
75
SANCTUARY s- o 1519.28 z
INV IN 29.58 `�. � BUFFER mr.+ c 1 u m
EXISTING ' INV OUT 29.41 25.00 I. ... :I 50• WOODED o A ozi'P mom
OUTFALL PROPOSED DITCH
(STING DI I TIE TO EXISTNG LUG , 1^ F 1 u rn Now B�rUIt oz 1
' RIM 33.28 1.28 2"'WATER UNE i �,.., ° N Fo I o� N= TL �'$o
OR
IN 3037 I 8 _ �- - - KUU �� C
RIM
OUT 3030 ' I� =�?�''S� s
;I s _- - "dd _
APPROXIMATE LOCATION OF \. ca�ING 6FJS,.PAr�NC' �p
0
IS
5h1,N1�¢7.5,o
' � p C1U
I ... �- Z N AO� UmlojA o � -l9'S� a �mo sE ROBERT
• I ,. I A - -
a0 -EXISTING GAS 0"', I - R03 - -000
y n$z cAu moN CID
a 1 *Q�2,$; I p llgw 312 001 012 r •`'
SAWCUf AS T ' s I PROPOSED _31� a .�• I CA� wok opg +1 1 3 AF' 1 g yYi ZONE:R 20 V
JOMNSON MALCOM SHIRLEY -BARRICADE FFER 17' W N mo-F N�I 1 U' { g pFFFF"'1 {A1i fIi a i1 RESIDENTIAL DISTRICT L�
I 6I s AND',.RESTO 1 ✓` - `n:. ) +d 20' BU S 81' 23' moNg I pp1 Q� o I z 1'�/_I.
TO ORIGINAL' " ` 523.29 oz w $ p 1 I �•- g USE:10-1 FAM RES
R03311-006-044-000 W \ APPROXIMATE " $ {r{o z
ZONE:e-1 EXISTING DI CONDITIONS ,j I ® LOCATION Of ,aA _ !0p91
RIM,33.23 GRASS LOT _.
BUSINESS DISTRICT INV:.OUi .g.l - _ ^^ t IOA tg� dgy g p
USE:10-1 GAM RES I EXISTING \ \\\ 'WTI POWER UNE \„^,: , 50' EMERGENCY N ���; !^o i' >< y� F j yj{4$y.- o Ate'
TT
30.82 m - INV SSMH No. iB I "�_-- - q
- 3 _ S - �.- SPILLWAY y 2 I $ m 4AIn O
SEPTIC TANK 30.60 - pNV 30u - SHED /X�... p�TA N�`' 1 N i 4 lk
EXISTING EXISTING WATER X __ - f^ �r c I u� oPp�1 .Qggr
- ZI 'MULTIPURPOSE y AY C 1 uY r°{•,
I BUILDING SSMH No. to pSPW.LT DR
JOHNSON M L SHIRLEY S RIM 32.50 -±' ^�_ 24' FES INV 29.50
INV 3014 °` W/6'XB'Xi8- ED N N OA 15 $ I � • U
R0331 1-006-02 4-000 NoZONE: , __ .- ^ . '". Z m z� I �{AQim TPg AN'r t 75 o O ,y
BUSINESS DISTRICT ml IX. INV 29.00 4' FARCLOTH SKIMMER W/ 1^m�< p$ 4Nw +j r A $�} - m Q co
USE: FAM RES _ _ �. W / IX. INV 29.39 3.2' ORIFICE HEAD 1 wN i!So pep Qy,,A � I �� �� �-I rtiCO
S g1 S9 L EX. INV 29.46 Ex. INv za.s7 �0 I !^o�� I o 8g j"� °y{o v
OY 495• EXISTING DI EXISTING STORAGE ILO
EXISTING DI RIM 31. EXISTING WATER UN FACILITY p 1 m oA 1 CC �oNr �4 0
EXISTING DI RIN 31.74 INV IN 28.84 RELOCATE PORTIONS OF Q�$ ogO T 1 �`L U
RIM 32.38 INV IN 28.89 INV OUf 28.96 THE R LINEG DOMESTIC oN w ^ A I �► O a
INV 28.25 INV OUi 28.75 WATER UNE SERVCE A9 CLEAN EXISTING OTTCH ++CJ 1 �'- I I
NEEDED APPROXIMATELY 450 LF v gl' R/W � � z
-HARRELLS LANE HOA I AND LINE WITH EXCELSIOR p 1 $$ wo cL'1 4 w
022-0W APPROXIMATE LOCATION TAT AND SEED IMMEDIATELY
w
R03311-00� DSTRICT OF EXISTING DOMESTIC
�°mtiL�•- I -
20
- ZONER- WATER UNE SERVICE WRIGHTSBORO ELEMENTARY SCHOOL
z
RESIDENT IATO� _ O O O z
USE:OAC_OWNERS � NEW RO 3C 002D OF DDD4 EDUCATION
00 TON R� a
COMMON (..L.(
- ZONE:R-20 RESIDENTIAL DISTRICT DB,/SR 1''yy5 n O O
TANG s
USE:821-EDUCATION ST THE ^' j�'I!
R03311-006FAMILY U 043-000 O
ZONE:R-20
RESIDENTIAL DISTRICT I -- ^ O
RESIDE-1 FAM RES W
EXIST. SEWER MANHOLE
(APPROXIMATE LOCATION)
- RPRP pPERRES INV 28.42
BFJ 6_021-000
R0331 JONE:R DISTRICT
RESIDINIA ED LAND
USE:958- .,
I �
I
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I
APPROVED
I NORTH CAROLINA ENVIRONMENTAL -
MANAGEMENT COMMISSION ` 5 E A L
17374 fa =
I DIVISION OF WATER ❑UALITY " �'' F
SITE PLAN w �,A ..N�,NEE�. ��\,
-_ BAR SCALE 1 "=100' �, $ 08o8or] GREGOR\
I J r�-Pvc Sw� DATE 05-26-09
/oo' So' o' goo' 200' 300' eC DESIGN PGT
DRAWN EJB
Jrl.'\; 3 i 2'J10
DATE PRINTEL C 0
JAN 1 ' 2010 SHEET 1 OF 7
07072
Yb.

REVISIONS
SITE DATA: WHITEMAN AVE SANDY LN. pa{e Description By
OWNER: WRIGHTSBORO BAPTIST CHURCH R1 ADD 2 RYD., MOVE
SITE ADDRESS: 652 CASTLE HAYNE RD.
N.H.Co. PARCEL No. R03311-002-003-000 SITE 06 16 09 REMOVEW CH PIPES
O R2 SPOIL PI
TOTAL AREA 28.08 ACRES Lu 07 20 09RKQ EMOVRADMITICH PIERS LDK
DISTURBED AREA 6.34 ACRES r 07 30 09 SPOIL PILE AREA
ZONING R-20 RESIDENTIAL DISTRICT HARRELLS LN. _ Ra ADJUSTSEWER R3 REDUCED SIZE 0P LDK
LONG LEAF DR. g LDK
08/12/09 INVERTS
w HERIDA DR. = EDITED SEWER LINES
82.02' WIND SAIL DR. � 09/16/09 ADDED 8x8 TEE. EJB
No. BUILDINGS 1 Rs
BULDING ONE 15,945 SF
PROPOSED BUILDING AREA 15,945 SF LEGEND aZ o R6 RELOCATED FIRE dPv
o Z LAUREL DR. 09/24/09 HYDRANT ASSEMBLY
BUILDING COVERAGE 1% - - --32----- EXISTING CONTOUR c_ R7 ADDED SIDEWALKS EJe
29.63 EXISTING SPOT ELEVATION z Ld 11 24 09 REMOVED ROAD
SETBACKS (REQUIRED)- FRONT 30' Lc g R8 RE IMPERVIOUS AREA LDK
REAR 25' �,� J 01/07/10IN SITE DATA TSL
SIDE 15' AD PROPOSED SPOT ELEVATION 3
SETBACKS (PROPOSED)- FRONT 312' �51 w ® DROP INLET w/INLET PROTECTION
REAR 2 100' DmM
SIDES 180'7172' o �-- f- STORMWATER RUNOFF DIRECTION
PARKING SPACES REQUIRED: $
1 SPACE PER 4 SEATS POND (389 eh LANDSCAPING A
(1) HYD ASMBLY 900/4 225 .� s.. LIMITS OF DISTURBANCE VICINITY MAP
�'v PARKING SPACES REQUIRED: 225 - X TEMPORARY SILT FENCE NOT TO SCALE
PARKING SPACES PROPOSED: 234
r 3, 0 CONCRETE AREA
EXISTING IMPERVIOUS AREA 108,711 SF
_C-900 PROPOSED BUILDING AREA 15,945 SF ro`y GRASS PARKING
P -- PROPOSED PAVED AREA 41,013 SF �^ BUCK WILLIA a Z
PROPOSED GRASS PARKING 19,013 SF
Ln TOTAL IMPERVIOUS AREA 185,306 (15.14%)
o I EASEMENT 161.49' JR LIN QN
LANDSCAPING AREA REQUIRED: (41,637*8%) 3,299 SF BUCK WILLIAM ARNOLD R03308-001 F•�-(
- wa LANDSCAPING AREA PROVIDED: 5,935 SF JR ETUX RESIDENTIAL
Ei
D_� CAMA LAND USE CLASSIFICATION TRANSITION ��
KERN GERARD a� (1) 8x8 TEE NORMALR03308-001-032-000 I
w USED FOR DIMENSIONING 30.0 RESIDENTIAL DISTRICT USE 13-MOB( O
R03307-001 -002-000 �- (2) 8" GATE VALVE TREES REQUIRED (15x5.85ACRES) 88
F a I USE:13-MOBILE HOME iJ I�-I
ZONE:R-20 u3 (1) 8" BACKFLOW BUCK WILLIAM ARNOLD
BUCK WILLIAM ARNOLD
RESIDENTIAL DISTRICT oz PREVENTOR �� JR LINDA C JR LINDA C y
USE:10-1 FAM RES zZ \ R03307-004-013-000 Z
F F BUCK WILLIAM ARNOLD IR03307-004-012-000 l/ 1 nn ZONE:R-15
JR LINDA C ZONE:R-15
ww \ R03307-004-014-000 RESIDENTIAL
DISTRICT
RESIDENTIAL DISTRICT p
BUCK WILLIAM ARNOLD ZONE:R-15 I SE:13-MOBILE HOME
SURRATT DEBORAH oo SMITH ANNE 0 JR LINDA C RESIDENTIAL DISTRICT
LYNN COFFEY D LENE A R03307-004-006-000 Q Q
zz BUCK WILLIAM ARNOLD R03307-004-015-000 USE:13-MOBILE HOME n .
R03307-001_001-000 pp R03307-00 -007-000 ZONE:R-15 JR LINDA C ZONE:R-15 Z I--'--I
N : t r ZON -15 E
ZO E R IS as RESIDENTIAL DISTRICT BUCK WILLIAM ARNOLD R03307-004-003-000 RESIDENTIAL DISTRICT I 48 N 83' 42' 47 Z
RESIDENTIAL DISTRICT I cx0 RESIDENT L DISTRICT USE:10-1 FAM RES 167 w
USE:10-1 FAM RES o_jo_j USE:10 1 FAM RES JR LINDA C ZONE:R-15 1 USE:13-MOBILE HOME I--I
I SSMH No. 1 D R03307-004-004-000 RESIDENTIAL DISTRICT M O
100' R/W ; F� RIM 34.20 ZONE:R-15 USE:10-1 FAM RES r� W
BRINSON MATTHEW E INV 32.07 50' TEMPORARY RESIDENTIAL DISTRICT +
AMANDA B x CONSTRUCTION ENTRA E USE:10-1 FAM RES W
R0331 1 -001-01 6-000 I 0� DI No. 8 gUFFER
ZONE:R-20 o-D- -E-X45TIN STD ORAGE FACILITY CLEAN EXIST( DITCH 50• WOODED
o TO BE CONVERTED TO RIM 30.75 Z O
RESIDENTIAL DISTRICT a -� APPROXIMATE 175 LF
COOKING SHED INV 27.80 WEATHER. ^'
USE:10-1 FAM RES 00.30% MINI UM AND DRY
- �- SMITH DARLENE (2) 8" 22 Y2' BENDS LINE WITH EXCELSIOR MAT gE FILLED DURING
R03311 -002-001 00 (1) 6' 45- BEND AND SEED IM EDIATELY� B.C. ASSEMBLY 18' ASPHALT DRIVE pITC O _!� � TSF x \ 0 0 0 Q Z O
BASS FLORA M ALTON RAY ZONE:R-15 (1) 45- BEND _ --- EXISTING DITCH .P„m wava 3- A ° 0 0
RESIDENTIAL DIS ICT 1 8"x6" TEE x F X " J5.S - - °� _ ^° ° ^ Qi
R0331 1 -001 -01 5-000 USE: OME O �T TO BE FILLED •"� �- 35a \ 0
ZONE:R-20 18" FES INVII 26.7 (1) 6" G.V. .�+� TSF e / AREA o �i �i
RESIDENTIAL DISTRICT W/Sx10'x12'' ED I (1) 8" G.V. -� (369 SPOIL PILE ° LIMITS OF '^ Z
SDMH No 2 28" N s5 5 100' CDISTURBANCE 0 v1
USE:10-1 FAM RES RIM 33.7 S 81'12'-_ �- (369 �� 100' X-- --- -- -_ _n / ,c_,
EXIST. DI V 27. 0- RIVEWAYS Y �t I EA EMNTGit ' 3s (36o sh ° 0 0 of 114,5 WP ICE i" /
I ' 3P Q�➢ ( , TI Q w E-� z
o o 0
ASPHALT D I1V• '"° s _ I �� ° /
WIiITM� AVE. FM �8' C_900 JVC M ?� AREA PICNIC u TSF oFq
M _ M -- a -' J ( SHELTER EXISTING`, i I \ I11l1 r h" 4001 r p ° �i
I i W TER LINE ° 1 r 1 1 syy No. 3 / °O 0
(1) 8x8 TEE I �\ 1 L I - (369 sq ., Ir D o
(2) 8' G9T1 �1ALV EXISTING DI- --- - \ i I l + o I M 32.00 0 z s (, Z
1 BkCKFCOW PREVENTOR (1) HYD ASMBLY I. RIM 33.55 GR SS L T .� o FI ':' DITCH }5 I i W ( :z -+I 1g -INV- 28.00'r ° 0 °
( INV OUT e ll / AREA (sdt sP1 2 J°9 Rr'x 1rx �� 3z 24" INV 27.50 ° pt-
n % ® I DI 3No. I3.00 I V1 9MO - / (,00 o C
(n d.., n C 1 _ .. �� 4Y
0 3�44 ° o
v9i ao I EASEMENT
o
\ ' 1 V 9.7 2u RIM 32.00 ° 0 / °0
sea` 3,` �. INV 27.30 0
WRIGHTSBORO SUPPLY LLC f r I - - J y� 0 0
I �,:.
J CZ". _._ SEE GREASE TRAP �CA �, , GI}Y, r-.. F' / �$-/ o O
R03311 006 027-000 a z - MH 1C (1) HYD ASMB O DETAIL ON SHEET c �P - 24" FES INV 27.10
GRASS LOT o 0.4 _ 3:1 S / cHa,
ZONE:B-1 A D.I. ® z- 0
BUSINESS DISTRICT I o 0 M" 34.00 -$-- SS X ' W/5'X10'X18" ED
o S i T d1r
- - ® INV 31_47 I (1) 45' BEN 18'RCP
USE:553-TIRES BATTERIES o EXISTING DI -
I NI RIM 33.12 APPR XIMATE / INV NEW (IULII- =o. �' \ J o I o d'
- v00
EXISTING DI
IINV IN
INS OUT1 29-82 0 ATE 1) rDC AT ,FRONT OF BUILDING �* o �J
•95 LOCATION
RIM 32.72 _ EXISTING 21 -
- 1 0 0
�" LIMITS OFF 1'
XISTING DI EXISTING 1 Yz" WATER SERVICE-
RIM � ' ° 0°
33.49 SANCTUARY I [ I / c o W ' v DISTUR 0 \
EXISTING " I INV IN 29.58 N25.00' w' s 33 ;a; CE° 0 0 WOODED gUFFER O
B
OUTFALL INV OUT 29.41 ° PROPOSED DITCH �` \ T �" I 50' -�
W
I EXISTING DI I (INV TIE, TO EXISTING �p / x I Ka oo I O U
RIM 33.28 31.�8 °� 2"'WATER 'LINE _ - i O O
co
INV OUT 0.30 --1/ _ �0INV IN 30.37 C4 R I . ., /.. �` �� .. I--I O
w
0 o rn xT e
N1 OE _ _ H ��
P ' I 27 / o n
I APPROXIMATE LOCATIO Ft GRAS ,L
IST11
`1 S 5 oiyr .
o I I z
00 E,�(IS71NG GAS -LINE 11 1R01 ; � � _ i �,�.h-� �
F PROPOSED
SAWCUT AS HALT � - s
�n BARRICADE- ( ��' 20' BUFFER 81 23' 17" T o .
w AND RESTO E ° � 523.29 S I N m o o ^ (/1 O O O w
JOHNSON MALCOM SHIRLEY I ITO Ir \ I
R03311 006 044-000 0 0 , APPROXIMATE : . + z AAo - I W O O a' a
ZONE:B 1 z �� m z 'Cl
RIM OUT ` m ® LOCATION OF 1 c 1 wO nn
EXISTING 3 I ' CONDITIONS (�, I GRASS LOT EXISTING WATER ` N out rrn• o o W U N BUSINESS DISTRICT 3' �� x
USE:10-1 FAM RES 30.82 n - "'. INV - _ AND-POWER LINE ��� �� ��*_% 50' EMERGENCY N z (1)to W o j'
G7 1-��
INV I
EXISTING SSMH No. 1 B �' _
SEPTIC TANK RIM 33. 3 -- SPILLWAY I z y m A �o w= I �O m -, O u
EXISTING SHED _ x 3� - -' m o 0 0 I _o r >~ SCu
30 60 ��RIM 33.50 S A
3 MULTIPURPOSE \_ _ � I x '^ "PON �o U) � N w z I I Ln o c n m I o
0 -zI _ BUILDING SSMH No. 1A A, / ASPHALT DRIVEWAY _ 24' FES INV 29.5 I N m o o I m I N n m I A I y0 z
JOHNSON M L SHIRLEY S i RIM 32 50 � _ a �` W 6'X8'X18" ED ro to o o� o
{. - - ..n1 n� m .�rU '-� -.w O m p= D z o A r I m
INV 30 14. V' = > / N z o� I _ m o 0 0
R0331 1-006-024-000 oI' =� '° ' ' o o r, 't I moo o v I v ro r n g o I
- z z A �cno nm I �r I ulorn
ZONE:B-1 - �� - [ A02 nTr m o =
�- - EX. INV 29.00 4" FAIRCLOTH SKIMMER W/ m �� c I L,z o aztom
BUSINESS DISTRICT �� - o o N N CA m n m o
I EX. INV 29.39 3.2" ORIFICE HEAD z I c l W y z o I v A I n
USE:10-1 FAM RES W c I L o U)Nu+A Rto �� -+ o +
�� a S 81' 39 EX. INV 29.46 EX. INV 28.57 ut r A m o o v o0 mr o _
arc 495.� EXISTING DI � � o I I m o v I m o N N o
EXISTING STORAGE m o -!2 J o l v r
�I EXISTING DI RIM 31.68 EXISTING WATER LINE o I m m o �'D o c N o o Z RELOCATE PORTIONS OF FACILITY I rm o � Cn O z C N r
RIM 31.74 INV IN 28.84 o o p N o -n m I m n
EXISTING DI THE EXISTING DOMESTIC o 1) I z o I
�- INV IN 28.69 INV OUT 28.96 CLEAN EXISTING DITCH -nrn I _+ ^m I � � _{o � � � CAR
RIM 32.38 WATER LINE SERVICE AS v z o v za o D ''CO � �N 0�
_ INV 28.25 INV OUT 28.75 NEEDED APPROXIMATELY 450 LF Z_ �o o y o o r I p I I
HOP, AND LINE WITH EXCELSIOR ➢ + p r I v m o + � ESst ''•.•
HARREL S LA�22-000 APPROXIMATE LOCATION MAT AND SEED IMMEDIATELY mi o o cmi>o o Tom" N o v e
R03311-p06- 20 OF EXISTING DOMESTIC u o NI O I - S E A L
51DZENj AR pISTRICT WATER LINE SERVICE I :"a
t737a ' a
ASSOCIATION WRIGHTSBORO ELEMENTARY SCHOOL n Q
RE OWNERS NEW HAN CNTY BD OF EDUCATION - I '<<j` �TGINE�• '��
USE:OA000MMON R0331 1-002-004-000 �- 5 50' RAW G Fib V•
�- ZONE:R-20 RESIDENTIAL DISTRICT I Dg,�SR 132 REGO "1
I USE:821-EDUCATIONDATE
I I SITE PLAN DESIGN 05 PGT 09
FAMILY TRUST THE _
R03311 -006-043-000 -- APPROVED DRAWN EJB
ZONE:R-20 I BAR SCALE 1 "=60'
RESIDENTIAL DISTRICT
USE:10-1 FAM RES NORTH CAROLINA ENVIRONMENTAL
NOTE: ��q /�/�
_ 1. NO WETLANDS EXIST ON SITE. MANAGEMENT COMMIS/SIIO�N/ C I
! 60' 30' 0' 60' 120' 180' 2. DISTANCE AND BEARINGS ACQUIRED THROUGH tiSW/I � E�(A �,uA4.I'11
- q EXIST. SEWER MANHOLE 3. SEPTIC SYSTEM DESIGN BY OTHERS. LJIY
(APPROXIMATE LOCATION)
SATE PRINTkL SHEET 2 OF 7
BF PROPERTIES INV 28.42
R03311-00R �0_000
AN 1 2nin 07072
Y
s

REVISIONS
SITE WORK NOTES
2" TYPE SF 9.5A (NCDOT) I 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING pate Description By
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
30 MIN. 8" ABC STONE (NCDOT) A 2, CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
A OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
it 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
24' RCP �I VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
T.O.B. 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
0 48" WEIR REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
STABILIZE SLOPES AS PER 1 .5" LID.— 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
-I ( IIII _ _ STEEL PIPE _ REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY,
SEEDING SPECS -_III-III- 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
III-III- 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
�6"� 4'-0" I/F)"� EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
TEMPORARY SILT NOTE: PAVEMENT SECTION MAY VARY �� 7,-T FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
-III DEPENDING UPON FIELD CONDITIONS. 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
30 MIN PLUG WITH 1 FENCE (SEE DETAIL) CONTRACTOR SHALL COORDINATE PROPERLY PERMITTED FACILITY AS REQUIRED.
w/OWNER & GEOTECHNICAL PLAN 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
APPROVED FILL MATERIAL - EXISTING UTILITIES DURING CONSTRUCTION, BEFORE COMMENCING ANY EXCAVATIONS
ENGINEER TO DETERMINE
2 ACTUAL PAVEMENT SECTION. „ E OR ALONG ROADWAYS OR RIGHT-OF-WAYS,NOTIFY
YS, PUBLIC AREAS OR IN PRIVATE
- GALV. BAR GRATING - 1 " x 1/8 BEARING BARS (MAX OPENING 4"). EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
FLOW FASTEN WITH TYPE J CLIPS. ATTACH TO 1 -1/4' x 1 -1/4" X1/4" THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING,
PAVEMENT SECTION GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET 0 RECONNECTIONOAND/OR L HE RELOCATION EOFO ALL EXIISTING TE UUTILITIESEWITH
APPROPRIATE PERSONNEL.
NT$ STRUCTURE AND FACE OF WEIR. ATTACH GALVANIZED WIRE 11. EXISTING SURVEYING PERFORMED BY JOHNSON SURVEYING, AND SUPPLIED BY THE OWNER,
TOE OF DITCH 3 CLOTH OVER SMALL DIAMETER 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
_ 111=III-III�I ORIFICE 8 MESH .020 WIRE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
i-u riTcll 1 PRIOR TO INSTALLATION.
4' MI TOP OF BANK � 13, THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
/� 19-GAUGE HARDWARE CLOTH HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
DITCH PLUG DETAIL - (1/4 MESH OPENINGS) I I-I - STIR. TOP EL. 32.25 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER r
AT FINAL GRADE. v
NTS - - - - - WEIR EL. 31 .50 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
NCDOT #5 OR57 r TTa ,7- i + _ R t Y METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
WASHED STONE t OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
,�� 24" CID WORKMANSHIP, MATERIALS AND EQUIPMENT, APPROPRIATE BARRICADES, SIGNS, LIGHTS
i? + t' , s jFIM �II 1 OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
NCDOT {�5 OR #57 F ° =� r, I TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
WASHED STONE f } \ + `- ^"rT '* ' mw 30,0 NORMAL POOL 30.0 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
KO
, �`E' j' INV' 29.9O ( ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE[1INV. 29.5 CO SLOPED TO GRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
O AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
II-- I CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
III=11 _ NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
N _ NIGHT REFLECTING.
��� ��F TEMPORARY il- 20. DUCTILE IRON SHALL PSI
CLASS 50.
- - Z r 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
_ STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
Ij - 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR T/1
s` -III-- BOTTOM 24.7 BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE �/ 1
-III- ~-IT= -
_- 1. THE I LEY GRADE A SHALLOW DEPRESSION MPRDACHINC FILTERED GRAVEL ��III 23. SEE GEOTECHNICAL BY THE CONTRACTOR. DATED BY _________
- THE INLET.
2 DRIVE S-FOOT STEEL POSTS 2 FEET II THE GROUND WATE S ECTI 0 N A A ~
- SURROUNMING THE INLET. SPACE POSTS EVENLY AROUND FILTER ______ FOR ADDITIONAL REQUIREMENTS.
- THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET MART.
- - 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. CONSTRUCTION SEQUENCE
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
MIDDLE. LAND
EA BOTTOM. PLVCINGA OR
FLAP OF HIRE DETENTION POND OUTLET STRUCTURE Z
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
4. PLACE CLEAN GRAVEL (NCDOT /B ES/sT sIONEE w+D yyL 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE, ALL EROSION SHALL BE CONTROLLED
SLOPE WITH A HEIGHT OF 18 INCHES MOUND INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT ({ INCH NTS INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. ��I
SMOOTH E AN EVEN GRADE. OR GREATER) RNNFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
TYPICAL GRASS S W A L E S. REMOVE CCT T CONTRIBUTING � DESTABLISH�FlWL GRADING NG ELEVATIONS.DNS. TA OTHER OBJECTS TO AGE OR UNDERCUT
FLOW FOR SU%EWEM RNNS.
TAKE CARE NOT TO TO PR ID UNDERCUT THE WIRE MESH DURING BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
B. COMPACT THE IREA PROPERLY AND STABRIZED R WITH GRWNDCOVFR. SEDIMENT REMOVAL REPLACE STONE AS NEEDED. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING O
CONSTRUCTION, W
NTS 10' VEG. SHELF 10' VEG. SHELF 3' EMBANKMENT EL.=30.5 4, SILT FENCEALL CONTROL MEASURES AND INLET PROTECTIONTORE TO BE INSPECTED AFTER
CLEANED WHENNC 0.5AFEET OF SEDIMENT HAVE 0I
HARDWARE CLOTH AND GRAVEL INLET PROTECTION ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE �t
NTS TOP OF BANK TOP OF BANK CLEANED OUT AS STATED OR WHEN HALF FULL. <4
33.0 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN O
STAKE STAKE FLOOD POOL EL. 31.5 _ _ _ DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
NOTE 1� FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE TOP OF SHELF 30.5 NORMAL POOL EL. 30.0 _NORMAL POOL EL. 30_0 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT 3 1 I- OTTOM OF SHELF 29.5 1 DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
10 1 - 1 11 FOREBAY 3 ENTERING STORM DRAIN PIPING. W O
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
3_ ____ MAIN POOL _ 3 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
0 SIT EL. 27.5 SEDIMENT REMOVAL EL.=27.0 ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS. Q
SEDIMENT REMOVAL EL.=24.7 O /y�
•� BOTTOM EL 26.0 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE, rr~«i--II w
h BOTTOM EL. 23.7 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS 1 1.
PLAN PROVE TO BE LESS EFFECTIVE. ' ^ ,�-1
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
' POND SLOPE TO BE SEEDED IN ACCORDANCE V L1
�O ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. /•�
. TO SEEDING SPECIFICATIONS F--1
a` • 10:1 VEGETATED SHELF TO BE PLANTED MAINTENANCE PLAN I� E--r
50' WITH WETLAND SPECIES I.E. PICKEREL WEED, 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND z 0
DUCK POTATO, SWAMP ROSE, BLUE FLAG, OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
& CARDINAL FLOWER ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
TOP OF BANK EL. 33.0 M A PUMP WILL BE PROVIDED TO DRAIN THE BASIN 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
BOTTOM OF 1 L_ FOR MAINTENANCE AND EMERGENCIES TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
SPILLWAY EL. 32.5 3 GRASS LINED THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
DETENTION POND & FOREBAY SECTION THE SITE, IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
NTS 3, SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK A '
PLAN AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
STDWHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT, ROCK WILL w
.WEIH. RING & COVER PRECAST 4" RISER RING 7E'j' BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED,
TRAM DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER w
COVER: i2: PRECAST M.H. UNITS WITH DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT, ^
CASSMNPRA STEPS o 12' oC SEPTIC TANK, PUMP TANK AND '?s5 SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS DOT GREASE TRAP REQUIREMENTS 35S ONCE A WEEK AND AFTER EVERY RAIN EVENT,
�N{ EL. 33.0 4, DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
����
M 4 CE SEAL EL. 32.5 A) SEPTIC TANK 4,000 GALLON (6'6"X15'O") _ FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED, SWALES MUST BE
SEPTIC TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
1 SEPTIC TANK V=0.75xQ+1,125 ACTIVITY ASSOCIATED WITH A SWALE.
1 0.75x3,547=2,660+1,125=3,785 _ _ _ _ REPAIR AREA 5, SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. n
µHOB SJ
" 1' 3 THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST �7
2" GATE VALVE 00 BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
> B) EQUALIZATION PUMP TANK 5,300 GALLON (7'6"X1 S'O") 2 1/ FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
MAXIMUM DAILY FLOW 3,547 SEPTIC FIELD BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC " CC)
CONC. M.H. PUMP SUBMERGENCE 540 AREA =
BLOCK EMERGENCY SPILLWAY DETAIL 2 1/2" FORCEMAIN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. E ROCK FILTERS ARE
N EMERGENCY STORAGE 955 2 1/2" FORCEMAIN - SS DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
MASHLED _ 5 3/4 $S 6,612 SF OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
THE g" DOSING VOLUME 175 SS N 3 OR IS DAMAGED. ZII E 5217 � SS 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HASFLOW CHANIE5 BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
55 V7MANIFOLD 55' THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED, BAFFLES
C) GREASE TRAP 1,000 GALLON (4'6'X9'O") WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME O
o 4" DRAIN LINES
GREASE TRAP WILL RECEIVE ALL KITCHEN INEFFECTIVE, THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN �
m 70 LF EACH DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
• WASTEWATER WITH NO TOILET WASTE. r, U
OPT 5300 GAL. ® g' C/C INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
N0. OF LATERAL TOTAL PUMP TANK 5 �,P 7, SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
" MIN. �j ( ) BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT F•�� Q)
FIELD NO. LATERALS NTH PER FIELD o POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR �{ Q) O Co
CDNC MH BLOCK PRECAST MH RINGS J0� 1 5 70 350 4000 GAL. REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE, THEY WILL BE REPLACED �� Ci 70
Q o o SEPTIC TANK 4°� $S PROMPTLY, SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF �--T
SECTION S�' SS SS THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND (/]
M/N NOTE: SEPTIC SYSTEM DESIGN BY OTHERS. WILL EE KEPT GLEAN. O
1 OOO GAL. 8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING Z � 'Z co C'r) z
STORM DRAIN MANHOLE DETAIL GREASE TRAP TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE w
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL
NTS `?'J OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. I z
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES, THE PUMPS, TANKS, HOSES AND +�
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. DID 0 O O w
N +� '-t
s' MI SEPTIC SYSTEM DETAIL CO 0) rn
2 - 3 ��� PROPOSED BUILDING NTS SPRING-SUMMER
SEE PLAN FOR PIPE ( 1 COARSE AGGREGATE
ORIENTATION PERMANENT GRASSING DETAIL �y � 0 o
�' .s. RATE (!/m.T ING MIXTURE .� ^'1 ,� O
TEMPORARY GRAVELLED ARM ASSEMBLYTEM
IPORARY MMER GRASSING DETAIL � Q.
00� NO MIXTURE NO N(m
JE CASTING CONSTRUCTION ENTRANCE " � �'' A ND 6 IN ITS ,OWT
'
NOTE: USE DEWEY BROS. mML A P6T.MmuD•vav MW a ALPIACm NN s•/ae.calrtxcnwa.
CH-BN 3A FOR CATCH WEi p 1.YSE A BFMXV41A4 AI6 MIFU If CYMf S-
N M PMM1T MD LLIRRRRIAB.A SWLL-SILMMD}AOvpp55 INY Y
BASINS AND CH-BN-47 NTS "C" ENCLOSURE wmmmm�AMaaFm e/ SEEDING DATES
FOR YARD INLETS SEEDING NOTES rwa,-AAY Is
CONIC. COLLAR IaLNDAW-wr 1a-AH.L J PLaart-wr,-NIT s
CEM
VARIES 6'-8' MIN. CCA N.nwv-Aw IS-AN.1a SOIL AMENDMENTSA I SOIL AMENDMENTS A"ar uc ND nxnnu Acealam m SAIL Tms,AIR APPLY acoP R/=AIR
4D
NAIAD AKAsaw LLLAaIL WO ma•/_,o-,o-m rvaSnix. \\\\111 1111
Rum IrmMICKA a OF mL nm AIR A y 2.ma M/AaM craw Awaa.L- �� Gn D0
PLAN _ STEEL POST •ui m rw'a°Ls/mm,o-,o-,o FDmm c %�. �\ i
r MULCH
A A ,p T _ MULCH Awnr scoo cwN s,Mwrt FamxDrt wTx a Aronu wn�M ESS Ii.• �i ii
TOP VIEW WATER ENTRY UNIT WIRE FABRIC Y
z } 1 M A MApI 1C0.A C9(WM 9N'fS SEi MN6r atNFT. LW 0. US4D Bl RXI'W r. T NUVI Y Bl MPw
CONC. COLLAR I1 -O - a SCEHDULE 40 ;T T - FILTER FABRIC , T " °` ,, � T• A � ATM • e
PVC PIPE VENT PVC PIPE +} 7 { MIN. 12-1/2 GA. o m S E A L
ASPHALT PAVEMENT -
d '.
ELEV. VARIES PVC END CAP PVC ELBOW F'F ,7 INTERMEDIATE WIRESn a MAINTENANCE MAINTENANCE
III-III w I A -- rc - 17374
io --i w +^"" ,11 { F ANCHOR FABRIC SKIRT maR�M aWMIx W 1m nur AamlNs IE4ID,wTNa1E No MMIfJI w IIERRWE AIR RLUYWM Aft wm mN/ MRRaa1I.AD'FAT S Ll
(n .T L- - AS DIRECTED BY ENGINEER MNAT¢Y TGUGiW1c[WRWI at a,MR NNPQ'. REamFA,MY x WND a Y a"x A YEYL w AAUW IS
BRICK MASONRY 2 OE 1 WATER SURFACE
I 1 I� _ LL asAm.oMr sDxrA He w.is araxax®m. ' ate j�'•.C ,INEF;R•' 't�� _
n �`� WINTER EARLY SPRING TEMPORARY FALL GRASSING DETAIL FALL-WINTER '%. OREGOR' `
TEMPORARY GRASSING DETAIL PERMANENT GRASSING DEE ulIIu 1000
a PVC END CAP SCHEDULE VC PIPE SEEDING MIXTURE wE tei�T SEEDING MIXTURE GATE b7m.1NG MIXTURE
FLOW O PVC TEE I I SPAS 32EGIS
> ORIFICE PLATE 1
4" SEE PLA26-09
PVC PIPE �" HOLES AR DM�P .w.a.Aa (EOM M ID Rye (grain) 20 Ma10. Vmmn )
IN UNDERSIDE PVC TEE oR KarIan in ana.,.) MIn, .oaaYeo. ronba SEEDING NOTES m(� �T0°R n DATE 05 PGT
wUNPINs AUG 1s-Bm. ,s SEEDING BATES DESIGN PGT
3000 PSI CDNC. FLEXIBLE HOSE NOTES: °i vn0 ""` CwsML P.AH am PlT -ALG 15-aC W WFrx _ ➢L {
II CONNECTED TO ORIFICE SEEWIG DATES MHus -aDx MR DRAWN EJB
1. FENCE FABRIC SIiALL BE A MIN. OF 32" IN WIDTH AND '^•--wIT•'•
B SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY MNnMnF-Ale 2WU 2 FM 1a-1Im 15 SOIL AMENDMENTS SOIL AMENDMENTS
SEE PLAN SPACING. vMN MA-a° '" b Fa Fd A SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND ADRKA T RIL � � • O
'- NOTE: G PMn-G.0 1- .. ,a LMEsoNE AND 1.0OD LB/JCRE 10-iD-10 ful m 1.
DROP INLET TO HAVE 12' I 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF SOIL AMENDMENTS L�yMglplp All/li9®iLi11AC /�
TRAP DROP FOOTING 12' & LFI LT R FABRIC 36E IN WIDTH. FABRIC SHALL BE FASTENED MULCH MU ` , bFN�lTR( L NA 6tlY I( fYIVTIC `(`/
LEAVE OPENING AS SHOWN ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE FWIw NaamINMWMW a FOI M.I.« 2Doo M/aPa va.,e APIw-
SECTION SECTION A - A (MIRAFT 1CC X UR ENGINEER. uMw=. kL
TmN/«.,o-10-,D° .Mn.. wPY400D sma.NC GR smAWB »CMw wm ASHwT,N'T'll wPYa In
AAPPROVED EQUAL) END VIEW URA MUA N0100 ApBK WM nADES SE NEN rSRVOM iN E WWPI_ +
DROP INLET DETAIL FRONT VIEW 3. STEEL POST ER STEEL
BE ANGLE IN HEIGHT AND BE OF THE MULCH USM0A5A RAA Xp°"a 0° ewE sw"D�p e` / [( QUALITY
� 1I yL/
ENERGY D I S S I PATO R 3
SELF-FASTENER STEEL ANGLE TYPE. =Ay eam ApE aMM,.AKNDRM=W N TMMMa Mm ASA M T.XBR p ,rIn I, F WATER QUALI I p
NTS N�wA,H1°�cI,aMRe laaL wN eVaEs>n MAUY s,ILNan CVR Rtt MAINTENANCE E . n n nACMFay ro..ar bmPR,ary eewr MNN ENANCE
NTS SKIMMER DETAIL JwM ,a,M....a.M W W,aa.Katie(N.aaaA and cmMW Na"I"° mDLRE AR ww 0 al RS a AIR MP Y AD N NRnCp N YMMM SHEET 4 O F 7
R"an ana MNDMF da.V N�a Imm &A*..T"d.MM W O/an
TEMPORARY SILT FENCE MAINTENANCE Y • � A
nFFTRRBE f GONM B NOT RACY ADRWOE AS®.RifRIRYE AIR MMfAI a Kavl(lgnldAa) MyMna M lob RpwAy or aly Moran. WMY RUMA,A9,16 NtlGYS STHU 10�3 10 MAA4 RcgID,RNTI 07072
NTS NT$ N•0MT¢Y FaurARla FRa6d1 AIR OINFR WiL1¢ Ah DNMam H6A4 MImMRY.MW m A 1RRIIR OF 2}Da NNUi
' A

REVISIONS
WHITEMAN AVE SANDY LN. DNo
a}e Description By
SITE o
w o
HARRELLS LN.r z
LEfiEtlQ = LONG LEAF DR. g
-- - ---- - EXISTING CONTOUR
E " EXISTING SPOT ELEVATION w HERIDA DR.
PROPOSED SPOT ELEVATION WIND SAIL DR.
® DROP INLET r/INLET PROTECTION Q Z 0
STORMWATER RUNOFF DIRECTION 0 z LAUREL DR.
SITE DATA: LANDSCAPING z w
OWNER: WRGHTSBORO BAPTIST CHURCH •-. ^:•:-_•�-,.= LIMITS OF DISTURBANCE
SITE ADDRESS: 652 CASTLE HAYNE RD. ' TEMPORARY SILT FENCE _j
N.H.Co. PARCEL No. R03311-OD2-003-000
a3NR�D AREA 280D88 ACRE CONCRETE AREA
ZONING R-20 RESIDENTIAL DISTRICT GRASS PARKING
No. OF BUILDINGS 1 ORiN V BUILDING ONE 15,945 SF
PROPOSED BUILDING AREA 15,945 SF
BUILDING COVERAGE 15 $
SETBACKS (REWIRED)- FRONTEAR ;
SETBACKS (PROPOSED)- SIDE
3;2: VICINITY MAP
SIDEDEES wzl172* NOT TO SCALE
PARKING SPACES PROVIDED 109
EXISTING IMPERVIOUS AREA 100,484 SF
TOTAL BUILDING AREA 15,945 SF A '
PROPOSED ASPHALT AREA 41,637 SF ! Y
PROPOSED CONCRETE AREA 0 SF W
TOTAL IMPERVIOUS AREA 158,066 SF (13X)
LANDSCAPING AREA REQUIRED: (41,63T8X) 3,331 SF l
LANDSCAPING AREA PROVIDED: 4,633 SF
CAM LAND USE CLASSIFICATION TRANSITION
TREES REOUIRED (15x5.85ACRES) 88 I l
BUCK JRLLIN ARNOLD SACHARNT RICHARD
JR UNDA C VALERIE
R0330ZONIE-15 LOOS R03308-001-035-000
ZONAL DISTRICT
BUCK WILUAM ARNOLD RESIDENTIAL DISTRICT ZONER-20
JR 0UNDA1-0 C USE:958-UNUSED LAND RESIDENTIAL DISTRICT
BUCK WIL ARNOID RD3308o 001R-057LOOS USE:10-1 FAM TIES
JR UNDA C RESIDENTIAL DISTRICT
R03308-001-029-000
- TBUCK ORI�ARNOLD ENTI:L DISTRICT
USE:958-UNUSED LAND 11.97 S e' 36' 75" E
I RESIDENTIAL DISTRICT
R03308-001-030-000 USE:958-UNUSED LAND -ate
BUCK WILLIAM ARNOLD RESIZONEDENTIAL
DISTRICT
JR UNDA C RESIDENTIAL DISTRICT I 1 l
- RD33DB-001-031-000 USE:13-MOBILE HOME
BUCK WILL ETUX ARNOLD
za R03308-100 032-000 ZONE:R-15 1 W
&a2 ZONE:R-15 EM�ILE DIME 16. E 1
6K RESIDENTIAL DISTRICT 115796 Nam- 1 H1
- KERN G-002 USE:13-MOBILE HOME
R0330ZONE:R 002LOOS T BUCK WRLLNAI�ARNOLD
7�
Z-001 20 I BUCK WILLAM ARNOLD _
RESIDENTIAL DISTRICT c T
BUCK WILLNM ARNOID RO330ZONE:R 15 LOOS R0330ZONE:012LOOS
USE:10-1 FAM TIES ZONE:R-15 JR 04-0 C ZONE:R-15R03307-004E014LOOS RESIDENTIAL DISTRICT RESIDENTIAL DISTRICTBUCK WILLWA ARNOLZONE:R-15 USE:13-MOBILE HOME 11�SE:13-MOBILE HOME
SURRAT7 DEBORAH pp SMITH ANNE 0 JR UNDA C RESIDENTIAL DISTRICT 1 \Ros \ 1
LYNN COFFEY DARLENE A R03307-004E006LOOS BUCK WILLAM ARNOLD R0330ZONE:R 015LOOS USE:13-MOBILE HOME 7-L•ic�1l��- `__ 1
R03307-001 E001LOOS z R03307-004E007LOOS ZONE:R-15 JR LINDA C ZONE:R-15 $ 1 7 1
ZONE:R-20 l G ZONE:R-15 RESIDENTIAL DISTRICT BUCK WILLNM ARNOLD R03307-004E003LOOS RESIDENML DISTRICT N
RESIDENTIAL DISTRICT RESIDENTIAL DISTRICT USEAO-1 FAM RES JR LINDA C ZONE:R-15 USE:13-MOBILE HOME �" 1
USE:10-i FAM RES �- USE:10-1 FAM TIES R03307_004_O04-000 RESIDENTIAL DISTRICT
100' R/W SSMH No. 18 ZONE:R-15 USE:10-1 FAM TIES
BRINSON MAITHEW E l RIM 34.2 -50' TEMPORARY RESIDENTIAL M RES
AMANDA B INV 26.92 CONSTRUCTION E E USE:10-1 FAM TIES BUFFER
R0331 1-001-016-000 0: STORAGE FACI I No.
a SSMH No. 1C 50' W00� 1 V1 fA
ZONE:R-20 TO BE CONVERTED TO SSMH IXISTI DITC34.2
H P
RIM 30.7 RIM 27.8 F-•�
RESIDENTIAL DISTRICT a I COOKING SHED INV 27.8 o 0.3oI I 175 LD INV 27 8 -_
USE 10-1 FAM RES _ LI 0.301G IN LS AND , P
SMITH DARLENE D (2)) a 22 J4' BENDS � LANE WTTIi IX ELSGR „ � o o N
- R03311 002-001 LOOS (1) 6" 46 BEND AND SEED IM Fnum IS' ASPHALT DRIVE •--"
P _ B.O. ASSEMBLY F.
\ 0 0 0 1 a.111 , •�//'�J• Z
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•' _w Ul,o_ 1 SWAIEti - R,. 9Do o° 0 2a" INV 27.50 P P 11 111
o $ = o P ��-
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ZONE:B-1 o ° CRASS LOT @ o o o CONSTRUCTION ENtRANC *" P Yr_s • o P a s y
BUSINESS DISTRICT �e 2) 4568ENDS ' 0 24" FES INV 27.10 ® P
I USE:553-TIRES BATTERIES i EXISTING DI
&I n• - N "7" -P o / W 5'X70'%18" Ep ° �- u� R03312-SOIL LOOS
�k/ RIM 33.12 APPROXIMATE h P. 6-. 2 P o o -� a s ZONE:R 20
.95 LOGAON-OF - i i -. P o
B�, v RESIDENTIAL DISTRICT
0 0 0 0
EXISTING DI & INV-OUT�82 „ EXISTING 2" WATER . ) FOC AT FRON OF�BUILDJIG "„ P k ° P a Z N USE10-1 FAM TIES
INV IN 29
RIM 32.72 g - (1) 8' FOE SERVI{£ WITH P r o P P o a W !�zi I z £ 1
INV OUT ` _ P -.PiF & .N DI , FEBCQ.MODEL /BAN M/STERP s _ I o 5 0 0 ° 0 0 00 _ 5 81• 13 21• o cPor� mA \ r
f' RIM 3349 SANCTUARY
R ° ?. SEE 81 Tpe BE fDC,�rED.,WRHI�{ P y I I •• .. 1 0 o P o @'
INV IN 29.58 SANCTIMRY 1 111EA ING P 1 IL, `) o o ° °\ P 151 0A< cp w o�$N moN
28.75.
\ INV OUT 29.41 J T SED'DTIC P I I m x A. I N og1
OUTFALL v•V4 ,. ISTINC DI o 'TIE TO'EXISTING P9b� I : . ° _. P, 9'• pO a N c? F Tun,o °°''pvz no i �1�16
P _
RIM 33.28 2" WATER Uf*P P�� 1F _ / ° I o�C,. P, Ni o ^Iz o Qg,
l tib INV IN OUT It
3050 .� l �". ' /,..• ,V7' I - g o po mFi� I ou`�� $ R � o KUUSE�ROBERT C
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R03311-006E044-000 s - TI "' PARLOMCr ., :� _ _ .� m iA I u _ n 1 I o
ZONE:B-7 �• l APPROXIMATE-IOCCA O - EXISTING GRASS, - ` ' mey R0 _ 1_ _000
BUSINESS DISTRICT .. ' I5TING OAS-UNFd 1 {(p' ,w & �' o� C _
I pos cAi� j° N T 3 �_ S"iio% 3312 00 00
USE:. FAM TIES I l �, .P PFK1Po5 s a C1 I �Nu I �/$ I P O4 USE Z70NTIAI LFAM RES
�� .► N A '8 o N� vl I $ '^ REST DISTRICT
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SAWCUR AS HALT RI b @ 'u0 L^
P -�- TO ORGAND IINNAL PROXMffiE
0 0 : L TIOM F GRASS LOT ,;B• ��, mA
RIM 33.23 .. ,E I ISTING WATER & aa \� _ a F V, Ino+ �s 1q $£ 5� •�-1
I P D PO FR UN& \ b q9 S 81-2S W N v z ,cv7;Q! o N= SL Y 3 M 0
30.82DT 6 PSGARAG 523. I ozyo� v§ I � $Rr��r z la y{4$m _
EXISTING I .,l H R P myy3A c 1 uo oz 1 = E5 "�io$.- O
- ill EXISTING SEPTIC TANK ASPHALT DRhEWAY - 16 18" FES INV 29.75 NNyZ mo NFU^, =�-ogw y�%$z 10A _ ILZ
e+ MULTIPURPOSE FN �� 2 - SDMH No. DI No. 5 TO LANE UP WITH n, mo�� o$I O I "y $ z 1'Om
11 BUILDING s ; " ' 01 No. RIM 32.60 RIM 32.25 EXISTING SWALE N i
'p 1 5 Q I
p P"a... 1 29.65 0 ;a$ LNr u+ E x
JOHNSON M L SHIRLEY S N & :. 1L4� ,,, .,,� RIM 32. 0 INV 29.50 g = 4{){$ o' z 1 _ 7a o
R03311-006-024L000 Er,of Pw . P INV 29. 18" FEE INVup ITH % my a �o�+r al 5� 0 ZONE:B-1 S -®B �.�. IX. INV 29.00 FNRCLOTH SKIMMER WTIH TO LINE UP WffH P • t i $ 9' S= �• � L�BUSINESS DISTRICT 61 �•.��. a .E39 6" W P' IX. TIN 29.39 1.9 ORIFlCE HEAD EXISTING SWALE Lz7p< NP�' u A y 1 <- �' 3 �� 'E"1 +.J .--I
USE:10-1 FAM RES - 4 .63 /8 EX. INV 29.46E IX. INV 28.57 cpj S, ..o'er p�$� I o V�4$? I --
LEXISTING DI EXISTING STORAGE Nuo 0$1 xC _Qq
wL EXISTING DI RIM 31.68 DI No. 7 EXISTING WATER UN FACILITY A 1 m 1 a81 m�rl r � � � � � U
IXISTING DI RIM 31.74 INV IN 28.84 RIM 32.00 18" FES INV 29.50 TO LANE �{�,$ mm 1 0 7c $m z Z Q I a
- RIM 32.38 INV IN 28.69 INV OUR 28.96 INV 29.04 -- CO
l INV IN 28.25 INV OUT 28.75 UP WITH EXISTING SWALE „,m j'� p j m 60' R� CO
LOCATIONIMATE �
�- REW` � HO000 $ OFPEXISTING WATER LINEA $ A oE� AEI
R0331 ZONE-R ICI m'
W- pISTR WRIGHTSBORO ELEMENTARY SCHOOL ` I t -- U1 w
RESIO WNERS ASSOCIATION t NEW HMI CNTY BD OF EDUCATION 50 R=� p„) N ~ 14 a
R0320 RESI2E004LOOS -' •� F
USE. U s, ZONE:R-20 RESIDENTIAL DISTRICT RG TgAY DR'1 L828 ry I
- l USE:821-EDUCATION �a ,-i
FAMILY TRUST THE t F �y O
R0331 RESIDENTIAL
043R000 --� 11
ZONE:R-20 l N
RESIDENTIAL DISTRICT �
USE:10-1 FAM RES a Lid O
BFJ RP Og_ERZ 000 !iI r Y�®�® U(/J
R03S Zp�DE:R-2S P A
LAND NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
- u
;.Ye, '�.Ot7� 11I I IIlI
�N CAROB
l SITE PLAN
I
• Q��ESS/ , �/. '�/
5 E A L _
17374
l 1 rr = 100'
-_ BAR SCALE 1 = 100 %, GREGOR ,
I 111111111I
DATE 09-22-08
�- 100' 50, 0' 100' 200' 300'
R - DESIGN PGT
DRAWN EJB
DATE PRINTED
SEP 2 2 2008 c
0
/ SHEET 1 OF 7
07072

REVISIONS
WHITEMAN AVE SANDY LN. No Description By
SITE o
w o
SITE DATA: HARRELLS LN.Q z
OWNER: WRIGHTSBORO BAPTIST CHURCH LEGEND = LONG LEAF DR. g
SITE ADDRESS: 652 CASTLE HAYNE RD. _
N.H.Co. PARCEL No. R03311-002-003-000 EXISTING CONTOUR w HERIDA DR. _
TOTAL AREA 28.08 ACRES 82.02 Ec63 WIND SAIL DR.QZ 0
EXISTING SPOT ELEVATION cn p
DISTURBED AREA 5.86 ACRES �° PROPOSED SPOT ELEVATION 0 z LAUREL DR.
ZONING R-20 RESIDENTIAL DISTRICT /� 0 w
No. OF BUILDINGS 1 Ld
® DROP INLET w/INLET PROTECTION
BUILDING ONE 15,945 SIF �-- -- STORMWATER RUNOFF DIRECTION J
PROPOSED BUILDING AREA 15,945 SIF y1 3
BUILDING COVERAGE 1% �yA �, c3� 1 LANDSCAPING J
oRn V
SETBACKS (REQUIRED)- FRONT 30REAR ' """
o LIMITS OF DISTURBANCE
SIDE 15' -F X � TEMPORARY SILT FENCE $ (' �7 V
SETBACKS (PROPOSED)- FRONT 312: POND VICINITY 1� 1 MAP
REAR 2100 CONCRETE AREA
SIDES 180' 172' r _� NOT TO SCALE
GRASS PARKING
PARKING SPACES PROVIDED 109
EXISTING IMPERVIOUS AREA 100,484 SF
J
TOTAL BUILDING AREA 15:945 SF
PROPOSED ASPHALT AREA 41,630 SF a h^
PROPOSED CONCRETE AREA 0 SF -- BUCK WILLIA
TOTAL IMPERVIOUS AREA 158,066 SF (13%) JR LIN �0N
161 .49 -- BUCK WILLIAM ARNOLD R0330ZONE:R F� a
LANDSCAPING AREA REQUIRED: (41,637*8%) 3,331 SF
LANDSCAPING AREA PROVIDED: 4,633 SF JR ETUX RESIDENTIAL
R03308-001-032-000 USE:13-MOBI E" �••/
z CAMA LAND USE CLASSIFICATION TRANSITION RESIDENTIAL DISTRICT O
a NOTE: NORMAL POOL USED
-� TREES REQUIRED (15x5.85ACRES) 88
a� FOR DIMENSIONING
KERN GERARD � USE:13-MOBILE HOME H
R03307-001 -002-000 �3 BUCK WILLIAM ARNOLD BUCK WILLIAM ARNOLD 1-"
A C
ZONE:R-20 JR LINDA C R03307R004D012-000 z [�
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RESIDENTIAL DISTRICT ca BUCK WILLIAM ARNOLD
�� ZONE:R-15
USE:10-1 FAM RES -� JR LINDA C ZONIAL DISTRICT
- ww BUCK WILLIAM ARNOLD R0330ZONE:R 05-000 I RESIDENTIAL DISTRICT RESIDENTIAL DISTRICT 15 0
\ JR LINDA C RESIDENTIAL DISTRICT USE:13-MOBILE HOME SE:13-MOBILE HOME O Q
SMITH ANNE 0 F-1
SURRATT DEBORAH oo COFFEY DARLENE A \ R03307-004-006-000 BUCK WILLIAM ARNOLD R03307-004-015-000 USE:13-MOBILE HOME
LYNN R03307-004-007-000 ZONE:R-15 JR LINDA C ZONE:R-15
R03307-001 -001 -000 00 167 48 N 83' 42' 47 E -- -� �- W J Z
ZONE:R-15 RESIDENTIAL DISTRICT BUCK WILLIAM ARNOLD R03307-004-003-000 1 RESIDENTIAL DISTRICT `�f4'
ZONE:R-20 I RESIDENTIAL DISTRICT 1 USE:10-1 FAM RES ZONE:R-15 USE:13-MOBILE HOME y
RESIDENTIAL DISTRICT JR LINDA C
USE:10-1 FAM RES USE:10-1 FAM RES R03307-004-004-000 RESIDENTIAL DISTRICT
0o ZONE:R-15 USE:10-1 FAM RES 'w1� c_1
f 100' R/N! FF SSMH No. 1B RESIDENTIAL DISTRICT
I as RIM 34.2 50' TEMPORARY I
BRINSON MATTHEW E �m INV 26.92 CONSTRUCTION ENTRAN E USE:10-1 FAM RES
AMANDA B px BUFFER --� -�
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R0331 1 -001 -01 6-000 TO BE CONVERTED TO RIM 30.75 RIM 7.'2 -- I T �
ZONE:R-20 Q APPROXIMATE 175 LIFT I <4
RESIDENTIAL DISTRICT
COOKING SHED INV 27.8 ® 0.30% MINI UM AND NV 27.8 �� -� V
USE:10-1 FAM RES SMITH DARLENE D (2) 8" 22 YZ' BENDS LINE WITH EXCELSIOR M " ° w
I 1 6" 45" BEND _, ,.. / \ 0 O o Q O R0331 1-002-001-000 O AND SEED IM EDIATEL _ 18' ASPHALT DRIVE � � � O I
1 45' BEND T" B.O. ASSEMBLY - � off- - 00
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EXISTING T.. hi k'y `'a�mn ° O O
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t=7 . RIM 33.28 I " » a-a ' +�
r.° a 5° to L u
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JOHNSON MALCOM SHIRLEY 0 I INV OUT 30.30 �- I "� r a a a AR co co
_ 1 _
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I" sm E ISTING WATER »
"" r'° » I D P01�, LINE
» r,;g. � ;` 523 I z v 7u 0
30.82 I I' & F�E�\ _ - m c I c 0 0 I = o cn �
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EXISTING „ ` I HE( 8 0 = moor �Noc vzoz
SEPTIC TANK .�-� sM "° 1 " FES INV 29.75 I NNW
EXISTING / I ASPHALT DRIVEWAY 1 DI No. 5 TO LINE UP WITH o I ^rn I w O
- zI i, 3r rug , . SDMH No. o �v I omo0 vzo � �r i m
- ' MULTIPURPOSE y _ RI 32.25 EXISTING SWALE I o < I N o=_ o m o 0
30- „ , DI No. RIM 32.60 N z _ I 0A I I error �g070
S r BUILDING - INV 29.65 o m o 0 0 r l N o 0
" "- � Y, " RIM 32. 0 INV 29.50 18" FES INV 29.75 NO rzn rn o p�N v zo m N p oo= m N JOHNSON M L SHIRLEY S I �' r
R033 1 1-006-024-000 ,» NJ` � _ T. INV 29. 0 A c�1 LA-z -nm I � I � _ I No O
ZONE:B-1 W EX. INV 29.00 2" FAIRCLOTH SKIMMER WITH TO LINE UP WITH m < cAI o A m o o A A r i
,: �, 39' EX. INV 29.39 1.9" ORIFICE HEAD EXISTING SWALE A o y I m o D _
BUSINESS DISTRICT `OI 6"
r, � y � 63 S 8 EX. INV 28.57 f m o I I
oo =
4 EX. INV 29.46 CI wo f � of mov mroN NNo
USE:10-1 FAM RES L N ro c I cn o c -+
' EXISTING DI EXISTING STORAGE m o Z m o o ro r N o 0o Z A
EXISTING DI RIM 31.68 DI No. 7 EXISTING WATER LINE FACILITY o A I W o 0 0 ➢Z o m -4 I -44 I \\. �N•CAROL
ESSiq
RIM 31 .74 INV IN 28.84 RIM 32.00, 18" FES INV 29.50 TO LINE n 0 v Z 1 ` z- -i o�m O Y EXISTING DI - o ➢ m -
,^ RIM 32.38 INV IN 28.69 INV OUT 28.96 INV 29.04 UP WITH EXISTING SWALE m m j' y a v mr Io I
INV OUT 28.75 yz0e Ar I O noo = I INV IN 28.25 ; �O m o O SEAL -
HOA APPROXIMATE LOCATION , -;o = N o or I v -S 17374 J `
-HARRELLS 022-000 OF EXISTING WATER LINE N o o I �
1-p06- N o I ;��jA• INFER. `�:
1 I J
R033 ZONE'•R p�TRICT WRIGHTSBORO ELEMENTARY SCHOOL I A + I
RESIDENTIALS ASSOCIATION �• NEW HAN CNTY BD OF EDUCATION R/W �'��, OREGORy��`�
ER R03311-002-004-000
OWN I SR 1325 50
USE'OACOOMMO�EA- a ZONE:R-20 RESIDENTIAL DISTRICT I I - � DR�
- I USE:821-EDUCATION y L0= -
- DATE 09-22-08
PGT
I SITE PLAN I _ DATE PRINTED DESIGN PGT
FAMILY TRUST THE I 1" = 60' JJ-- SEP 2 2 2008 DRAWN EJB
R0331 1-006-043-000 I BAR SCALE 1 `60'
ZONE:R-20
RESIDENTIAL DISTRICT �- NOTE:
USE:10-1 FAM RES 1. DI WETLANDS EXIST ON SITE.
� 1. DISTANCE AND BEARINGS ACQUIRED THROUGH NEW HANOVER CO. GIS. c 1
w 60' 30' 0' 60' 120' 180' -_
SHEET 2 OF 7
- PROPERTIES `� 07079
BFJ OO6_p21-000
R03311- R-20
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CO RIM 33.30
CO RIM 33.90 INV 30.12
INV 2918
CO RIM 34.5 RIM .* INV 29.63
SSMH No. 1 B SSMH No. 1 B RIM 35.0 CO
RIM 34.2 INV 28.71
RIM 34.2 INV 27.87
INV 28.23 RIM 33.10
INV 26.92 SSMH No. 1 C INV 30.36
RIM 34.2
ZONE:R-15 (1 ) 45' BEN INV 27.8D �� _
RESIDENTIAL DISTRICT (1 ) 8"x6" TEE S _ 3 0
USE:13-MOBILE HOME (1 ) 6" G.V. ��
(1 ) 8 G.V. 8,� W � � � 0
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o K
30.44 o 0
SSMH No. 1A
RIM 34.70
INV 24.98 NOTE: 1. SEWER GUARDS REQUIRED AT ALL MANHOLES.
STAINLESS STEEL SEWER GUARDS REQUIRED AT
MANHOLES LOCATED IN TRAFFIC AREAS.
2. 10' UTILITY EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS.
3. SERVICES SHALL BE PERPENDICULAR TO MAIN
AND TERMINATE AT RIGHT OF WAY LINE. SERVICES
4 IN CUL-DE-SAC ARE REQUIRED TO BE
PLAN PERPENDICULAR OR MUST ORIGINATE IN MANHOLE
AND TERMINATE AT RIGHT OF WAY LINE.
1" = 50' 4. ALL SERVICES TYING INTO DUCTILE IRON MAINS
SHALL BE CONSTRUCTED OF CLASS 50 D.I.P.
401 PROTECTO CERAMIC LINED
-_ o-.._ --- - - -
- 00
m o - --- ---- - --- - -
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r_ _g O ENV 27.8 2 2 - - - - -;- -- - - - - - -
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09-19-08
17+00P OFI E SANITARY SEWER EXTENSION DATE:V i --� 5- RANTE� WRIGHTSBORO BAPTIST CHURCH CAL �„ 5 WILMINGTON, NORTH CAROLINA -10
DRAWN:
CARp TRIPPChestnut ENGINEERING P.C. CHECKED:
JB
- - 2+00 3+00 4+00 5+0 �N II / C419
Wilmington, North Carolina 28401
u /
PGT
5 -- - -- - _ .. - __ -- _ __ - ESSIa, hone 910-763-5100 PROJECT NO
r - - -- - - S E A L\ _ F®) ,553 07072
1
37
-_ - _- - _- - - -- - __ SHEET N0.
- - ,7 4 ' NEW HANOVER COUNTY S
11
--- - - -- NORTH CAROLI A C 2
-- _ H N- + -- EGO ,���
OREV N0, DESCRIPTION DATE /
0+00 1 +00 2+00 3+00 4+00 5+00 0+00 1 +00 REVISIONS
"" WATER AND SEWER DISTRICT OF:3 _OF_7

REVISIONS
SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING pate Description By
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN,
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
- MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
A REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS,
A 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
O REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
2" TYPE SF 9.SA NCDOT 24"#RCP I 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
(NCDOT) 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
d' EARTHWORK CONDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
30 MIN. 8" ABC STONE (NCDOT) 48 WEIR FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES,
1 .5 8 THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
STEELL _ PROPERLY PERMITTED FACILITY AS REQUIRED
_ 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION BEFORE COMMENCING ANY EXCAVATIONS
T.O.B. �6"� 4'-O" �6"� IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
0O O /,���� EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
STABILIZE SLOPES AS PER _ THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
_ _ 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
SEEDING SPECS -IIIIII-III- �-III-III PLAN RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
- III-III- APPROPRIATE PERSONNEL.
NOTE: PAVEMENT SECTION MAY VARY
TEMPORARY SILT ll. EXISTING SURVEYING PERFORMED BY JOHNSON SURVEYING, AND SUPPLIED BY THE OWNER.
DEPENDING UPON FIELD CONDITIONS. GALV. BAR GRATING - 1 " X 1/8" BEARING BARS (MAX OPENING 411). 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE, FURTHERMORE
FENCE (SEE DETAIL) CONTRACTOR SHALL COORDINATE FASTEN WITH TYPE J CLIPS. ATTACH TO 1 -1/4„ X 1 -1/4" X1/4" THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
30' MIN PLUG WITH - w OWNER & GEOTECHNICAL PRIOR INSTALLATION.
� GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
APPROVED FILL MATERIAL ENGINEER TO DETERMINE HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
2 ACTUAL PAVEMENT SECTION. STRUCTURE AND FACE OF WEIR. ATTACH GALVANIZED WIRE 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
CLOTH OVER SMALL DIAMETER AT FINAL GRADE.
PAVEMENT S ECTI 0 N _ _ _ 3 5 ALL SERVICE CONNECTIONS SHALL N INSTALLED TO MEET ALL LOCAL AND STATE CODES
III III III-II � 1 ORIFICE 8 MESH .020 WIRE METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
FLOW 11-r_-T_�1�1=� ( )
TOP OF BANK OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
NTS 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
TOE OF DITCH TI_I STIR. TOP EL. 32.25 WORKMANSHIP, MATERIALS AND EQUIPMENT, APPROPRIATE BARRICADES, SIGNS, LIGHTS
Li OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
WEIR EL. 31 .50 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION, ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
DITCH PLUG DETAIL 2411 MCP 8. CONCRETE STORM DRAINAGE PIPE SHALL U CLASS III WITH RUBBER GASKE ED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. V
NTS 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
INV. 29.90 30.0 ORMAL POOL 30.0 CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING, REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
4 MAX. 19-GAUGE HARDWARE CLOTH INV. 29.5 O 20. DUCTILE RON SHALL BE CLASS 50. r
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE IL�I-
_ (1/4 MESH OPENINGS O STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED,
IIIII II -I 22, FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
- _ _ _ - G REQUIRED DUE TO A FAILED TEST WILL BE
THE CONTRACTOR.
NCDOT #5 OR # 57 II 23 ___ Q DATED BY
" - SEE G O�ECHNICAL REPORT NO.
D ~i
WASHED STONE a _I 6' ¢'-0 �6' II-III= ----- - -- -------' --------
" _ FOR ADDITIONAL REQUIREMENTS.
CONSTRUCTION SEQUENCE
NCDOT #5 OR # 57 '� TEMPORARY III_ BOTTOM 24.7 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
WASHED STONE _I *A ,_ 1 "'- "-IIH EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
_I O 0�� q /� GRAVEL II III=III=111�II-II 2, NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
NOTE woo
_ _ _ _ SECTION A - A ICI=11 III - INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION, Z
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL t' PER COURSE O FILTER 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
z. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT rI BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
(/ INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING �\
DETENTION POND OUTLET STRUCTURE CONSTRUCTION, W p
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN,
NTS SILT FENCE ENT HAVE
ACCUMULATEDNN INLET PROTECTION
OFTTHEIODEVCE OR WHEN CLEANED
LEAKNOR S FEET OF FAIL. SEDIMENT
RAPS ARE
N
y CLEANED OUT AS STATED OR WHEN HALF FULL.
`\ \ 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
o `STAKE `-STAKE DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
CONSTRUCTION SPEQRC TIONS: FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING FILTERED 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS �..(
., THE INLET. WATE DURING CONSTRUCTION, REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND ENTERING STORM DRAIN PIPING. w L,THE
PE SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
AP 7, A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. O C�
THE PERIMETER OF THE INLET, A MAWMUM OF 4 FEET(PART.
D. SECURE T THE POSTS VETO TIRE MESH HARDWARE SLOTH. 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF Q
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP- ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILZED AREAS. Q
MIDDLE, AND BOTTOM. PLIF R A 2-FOOT RAP C WIRE
MESH UNDER THE GRAVEL FOR ANCHORING I REco"MFDrom. 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
4. PLACE CLEAN GRAVE. (NCDOT fS 1oR #sT STONNE ON A 2:1 ypE�E 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS Z
SLOPE WITH A HEIGHT OF 18 I ES MOUND E WIRE, AND INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (T INCH PLAN PROVE TO BE LESS EFFECTIVE.
SMOOTH TO AN EVEN GRADE. OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
s. ONCE THE COMTRIBURNG DRAINAGE AREA HAS BEEN srMluzEo, ADEQUATE 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. v LI
PLAN
REYOYE IGCONITIR ED SWDMENT, AND ESTABLISH FINAL GPADNG ELEVATIONS. TAKEE NOT TO WU.GE OR UNDERCUT THE WIRE MESH DURING ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
PLAN S. COMPACT THE AREA PROPERLY AND STABILIZED R WITH GROUNDCOVER. SEDIMENT REMOVAL REPLACE STONE AS NEEDED. Q
STD. M.H. RING & COVER PRECAST 4' RISER RING MAINTENANCE PLAN
MIEN wEEIGH a:LLBBS5 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
COVER: 2108 LBS: PR IN P.H. U�RS O 12, HARDWARE CLOTH AND GRAVEL INLET PROTECTION OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN O
�RIACE EPS ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL,
NTS 10' VEG. SHELF 10' VEG. SHELF 3' EMBANKMENT EL.=30.5 2. ALL POINTS EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP-DRESSED
WITH AN ADDITIONAL 2 INCHES OF VE STONE TO MAINTAIN PROPER DEPTH. T/l
TOP OF BANK TOP OF BANK THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING V1
Oa• CEMENT THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED 1•4 ORTAR SEAL 33.D
FLOOD POOL EL. 31.5 ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. 1."
1 3. SEDIMENT WILL 9E REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
MH srEPs V 1' w L TOP OF SHELF 30.5 NORMAL POOL EL. 30.0 _NORMAL POOL EL. 30_0 I AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
WILL
3 1 10 OTTOM OF SHELF 29.5 J1 BE WHEN
CLEAN DTHEESOR EREPLAC DE WHEN CAPACITY
HE ASEDIMENTBEENA LF POOLLED NO LONGER DRAINSWITH SEDIMENT, R AS K DESIGNED.
11 �1 1� FOREBAY 3 DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER w
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. /•1
CONC. M.H.-- 3 ___ MAIN POOL __ _ ______3 _ _____ SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS I--1
BLOCK --- SHWT EL. 27.5 SEDIMENT REMOVAL EL.=27.0 ONCE A WEEK AND AFTER EVERY RAIN EVENT.
i' MMH o 6 3/a SEDIMENT REMOVAL EL.=24.7 _
- 8 PIPE THE B. BOTTOM EL. 23.7 BOTTOM EL. 26.0 4 PROMS HE FION LOCWEAREA. THE BE CDIVERSION OUTNED IMMEDIATELY
OWILL LALSO BEMREPARED,OVE SWANT OLES MUST OBSTRUCTIONS
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
rFORM FLOW CHANT E - - _ * POND SLOPE TO BE SEEDED IN ACCORDANCE ACTIVITY ASSOCIATED WITH A SWALE.
// _ / VARIES 6'-8' MIN. TO SEEDING SPECIFICATIONS 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
o n
a -I �O - Z Y IR.A N THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER, STAKES MUST
*
`• m -I_ .� S - I , - 10:1 VEGETATED SHELF TO BE PLANTED BE STEEL, STAKE SPACING WILL BE 6 FEET MAX, WITH THE USE OF EXTRA STRENGTH 0
ro `- ', - 3• -t, -� �- WITH WETLAND SPECIES I.E. PICKEREL WEED,
STEEL POST FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD w '[N
DUCK POTATO, SWAMP ROSE, BLUE FLAG,
= S�Op BE STEEL, STAKE SPACING WILL WI 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC DD
- ( WIRE FABRIC & CARDINAL FLOWER
-III= ` / Co * A PUMP WILL BE PROVIDED TO DRAIN THE BASIN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. E ROCK FILTERS ARE 7
3'-1 3 ' MIN. - - _ DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED `J
- \ - CQ
FILTER FABRIC FOR MAINTENANCE AND EMERGENCIES OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
MH RINGS �' MIN. 12-1/2 GA. O m
INTERMEDIATE WIRES' OR IS DAMAGED.
n 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
SECTION / w DETENTION POND & FOREBAY SECTION BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN I�
-'-' NTS THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED BAFFLES .y
STORM DRAIN MANHOLE DETAIL L WILL REPAIRED OR REPLACED A THEY COLLA TEAR, DECOMPOSE OR BECOME 0
TYPICAL GRASS SU�IALE -- INEFFECTIVE, THEY WILL BE REPLACED PROMPTLY,
SEDIMENT WILL REMOVED WHEN
S
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE, FLOATING SKIMMERS WILL BE co
ANCHOR FABRIC SKIRT INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
o AS DIRECTED BY ENGINEER 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS U
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT I- 00
NTS POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR z N
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED O co
10--4 ,L.I
co
SEDIMENT
N WILL
B THE HEIGHT OF THE 1ST BAFFLE. FLOATING O BAFFLES OATING SKIMMERS WILL L BE DEPOSITSHEN AINSPECTED WEEKLY AND � 'L'I �'
WILL BE KEPT CLEAN. 0 1 a
Y NOTES: 8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING Z In co �
( 1 1. FENCE FABRIC SHALL BE A MIN. OF 32' IN WIDTH AND TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE '1'� z
SEE PLAN FOR PIPE SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL [�] '� w
ORIENTATION SPACING. OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. z
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND •+-D I I
36" IN WIDTH. FABRIC SHALL BE FASTENED INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY, (/) 0 O w
1 ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE n - 0 ••1-A T-1 T-I a
ENGINEER. FAYcn
3. STEEL POST SHALL BE 5'-0- IN HEIGHT AND BE OF THE
(- SELF-FASTENER STEEL ANGLE TYPE. ARM ASSEMBLY SPRING-SUMMERIi
U o
Im
NOTENUSE DEWEY BROS.I CH-BN 3A FOR CATCH TEMPORARY SILT FENCE PERMANENT cRASSINc DETAIL
BASINS AND CH-BN-47 SEEDING MIXTURE o
^L O 1.A N
FOR YARD INLETS �� ""� R"/mWT .H �. 1�1 O
CONC. COLLAR I I NTS "C" ENCLOSURE 7�P0y SUMMER GRASSING DETAIL a
- - - - - - J
SEEDM MIXTURE SEEDING NOTES O
.es= RICE1W/,1 1.MITRE A xur AH4FAAA1cE b oFMII.DART Mace
OFPIINI,.,n NI �A�SFaA w�Y E AFK4m WIMM 3!/amR �
N 11E PELYMf AID YOLNfAKS,A 9WLLZ91FYE0 SINYVINMS WT lC �y� /���y�
PLAN A
A M6TMFDRAMFO 30 WfE. SEEDING W\IW
P SEEDING NOTES.
11 , z o
1^°� - PROSEPECTIVE VIEW WATER ENTRY UNIT DATE PRINTED WX16"_MINI 113
CONC. COLLAR ASPHALT PAVEMENT d �
ELEV. VARIES V SCEHDULE 40 , " " SOIL MIENDIIDrts
T�I I�-III W J0 PVC PIPE VENT "PVC PIPE AFar IY NW FUIKnEA AuaooNo ro sDE tms,w aenr sam N/
1OI "-"'-I Q PVC END CAP SOIL AMENDMENTS 11 L l u n u i
50• PVC ELBOW SEP 2 6 2008 OANI"D'WZVIME IMF31'D"L ND 3°°N/°"'10-10-1D RAnPD1. \\`, /�(� /
2' 0° A"o uKSmami: "Ao M LB/me 10-wloo nmAaa'0°°I WAOF aAoua AMDGE- MULCH `\\\ `` Cry`O
WATER SURFACE MULCH =y
BRICK MASONRY w0'°0°" n uaWN WIN wwLT.wA1D,aA,mw cmnw
m.DRMI smNEOA mowm mWR a Wal,m ESS/•('�'�Q/
N*EY AOm AqE SIaW.a1MWl1 SLAM N IACKN6 WIII ATRNl.,E1,EG. WM A 1.AG AXDKMNe ImL A DDK NIIII W/DES SET R ••• [ //' /�_
FLOW - - - O > Q'J al 1roL WN M,WFs aT xuwY atM"xr Gw Tc uMo n A MAa anNANo 1oa _ S E A L (Y^
4" SEE PLAN SCHEDULE 40 MAINTENANCE MAINTENANCE -0 : : a_PVC END CAP PVC PIPE 17374
- - 61 MI PVC TEE PVC PIPE }" HOLES ORIFICE PLATE ARKWELR F �� :.�
,m�aMRrELaIDM. wm'MTi Mkt AIG �'Mit1113@ aD MALX N- IMY BE IOWD N'lY MBE�,TM.MEIEM���A'NP' R6
7211 - 31 \C\ PVC TE Msa O.aM suwA NW UAsom As ®m. ` INE,.• \
3000 PSI CONC. ao 1 FALL-WINTER y `
COARSE AGGREGATE �`� IN FLEXBLIEEHOSE LAZE WAITER �` EARLY SPRING TEMPORARY FALL GRASSING DETAIL CREGO� `
S E E PLAN 7BAPORARY GRASS14 DETAIL PERMANENT GRASSING DETAI
NOTE: CONNECTED TO ORIFICE SEEDING y)�R SEEDING MIXTURE SEEDING Mi
DROP INLET TO HAVE SAND FILT R FABRIC B
TRAP DROP FOOTING SA & MATE 120
�im.T
LEAVE OPENING AS SHOWN SECTION A - A MIRAFI ,DD X OR TEMPORARY GRAVELLED ERN) )
A RwI yMA•N !s (K°Es M W, � DATE 09-26-08
SECTION APPROVED EQUAL) KP10"w.R'NR n°FammCOLWaj' POI' so SEEDING NOTES
DROP INLET DETAIL ENERGY DISSIPATOR CONSTRUCTION ENTRANCE FRONT VIEW .dWw �.M�m.�wMOUNT"NS- '�°XL " SEEDING DATES DESIGN PGT
COASTAL PLAN e°M PIEDMONT-AG is-DEC 30 MIIRI_Kll
END VIEW SEEDING DATES` "'"'sH- ' DRAWN EJB
TUTS NTS MW4wW-Aev.aim rc Fd 13-MN 13 SOIL AMENDMENTS SOIL AMENDMENTS
BIN.a3W Il Fd 1-14y
NTS A.aWA-AW. 1-M1 1 FOLLOW SO D I. OR APPLY 2000 LB/ACRE oawM AG ECULTI I A nr 1AE NW FDu morro u It a.DA mo Icousmo a/eR.
cew1M TAeM-we. t-Ao.. ,s uMESHoxE AND t,om u/ACRE ,o-,o-10 FETFDLam. Dna3W A^AlGN1a1K ULSID,E HIE 10.01 MiF aM 9MD!as)AIR
SKIMMER DETAIL a 1AmH 10-to-,o
SOIL AMENDMENTS ppe�]PD0 MULCH C 3
Ewe.,.ewlnwnEWlw a.eo 1eeM> TN1r R/eN.9,eWW.PINiF
NTS TSD Www o OR A A,am Ln/�ADsrlw.ANCHOR=SANM m TAaIT E N AS RMIG NEnINO, war wAt 9HAW oA EOU/Ndf mMR v MYrM MIMHE
USA MUCH wk TDDL A DN(MIIN M.V.fS SET TFNAY SIRNDM CNI BE MAgI SAVE M TM}]T AAII AW WIT.AU•N.M N Y ql 9Y CIISP-
MULCH USED IS A MACH NICI"RM 10('l NC WM A NIXON MLWKIC TKt.A TAW WM SIN'O Sf!IiNLY WNOR GW
// 9F ICfO ki A WOI eI�MAY AIM.
DR AAYKUCK Nlpp�l4 IODL A OMt WM EI:DFS YT MF"EY 9AVDIR WI IE MAINTENANCE
VMD 6 A MAGX AIKIANIq 100E TNPw.aM TWITS. erw.IRM°.dlWely.T.pN .AA 30 W/. m SDA HIPS a AIRY ID A an 1FIADG01 N MIAAM'
w z=N Mww. K K N Mcwwy W eA1Ntl 4mpamy ewr e. a �A Tam SHEET 4 0 F 7
MAINTENANCE J 13. 0..1..ea Wm so n/m.Kees(FWAmt MM4 C.DNRI PIaM7 WI TINwN.w R N MPmWu A"a N N
w Ka (Yw11Ww) I sp. F bb Fslx v w uRJ Mm h. %MM M SWM TR RIIMPA AWU 1IXM®1/4140= EMIL RI t PAK 7 7//��
W[EM Y FUlO.Ma I(15g1 DAY SEA®,RFFp01IIE AtL IMAM NO �HARD M Y.MWm Ail1 MY�41'w 2Y33'� 07072
/ O / /

SKID SPACING VARIES x I
w
SEAL END OF CASING PIPE PER MANUFACTURER X� z_ PLAN VIEWS
AFTER TESTING WITH STEEL CASING PIPE J PUMPING & HOSE CONNECTIONS
BRICK BULKHEAD ANCHOR STRAPS FIRE HYDRANT CONNECTION z 5/8" X 3/4" METER
A 3" MIN. EQUAL TO COUNTY STANDARD Q OR 1" METER
,•y.' �'6" MIN. WITH 4—Y2" PUMP CONNECTION 1» LINE ---SINGLE ME
TER
1' MIN. FACING ROADWAY w BOX
�
Q SINGLE SERVICE
EXIST. A 00 �
CARRIER PIPE o GROUND x A X� BREAK RING I
PLAN BENDS PLAN TEES 24" x 24" x 4" THICK
STAINLESS STEEL BANDS A CONCRETE COLLAR
TREATED LUMBER 4.
k5 16" MIN.
NOTE: SKID TO BE PLACED TO PROVIDE PROPER SUPPORT,
ALIGNMENT, AND GRADE AS SPECIFIED. CONTINUOUS SKIDS 45' VERTICAL BENDS
F Q
MAY BE USED AS ALTERNATIVE. OIL, GREASE, OR (�77
PETROLEUM PRODUCT MAY NOT BE USED AS LUBRICANT. " `Y ..: I I 1 Lu
1" LINE
COMPACTED VALVE BOX W/LID ~¢ DOUBLE SERVICE (2) 5/8" X 3/4" METERS
FOR CARRIER PIPE 12" AND SMALLER, BACKFILL LID MARKED WATER
18" MIN. Z
CARRIER PIPE PLAN & ELEVATION PLUGS � 2' MINIMUM USE 90° SKID SPACING. FOR 14" to" & SMALLER PIPE _ — „ DOUBLE METER BOX
AND LARGER, USE 60- SPACING STEEL CASING PIPE BS NCTION X--XXS "� _ OR D.I.P. 6 M.J. GATE VALVE McDONALD MODEL 3705-22 DFW/HP1 MODEL D-1500
(OPEN LEFT) W/ STAINLESS STEEL STIFFNERS
- McDONALD MODEL 6133T COUNTY STANDARD
3 ATE x 3 LUMBER
x ID H
9 � o PLASTIC W/ METAL READ LID.
TREATED LUMBER SKID 90 BENDS 45 BENDS 22 1 2 BENDS TEES PLUGS 45 VERT. BENDS OPTIONAL CONNECTION
A B A B A B A B
SECTION A-A 3" 8" 6" 5" 6" 3" 7" 6" 8" 27" WEEP HOLES TO BE
NOT TO SCALE 4" 8" 9" 5" 8" 3" 11" 6" 9" 28" FULLY FUNCTIONAL X" x 6" MJ TEE
PIPE CASING SKID DETAIL 6" 14" 11" 9" 9" 8" 8" 14" 9" 42"
) 30" MAX.
8" 16" 16" 12" 12" 10" 13" 14" 13" 42"
NOT TO SCALE 10" 18" 22" 15" 14" 14" 16" 18" 15" 50" #57 STONE FILL PROP LINE
12" 20" 28" 18" 17" 16" 16" 22" 18" 62" (7 CF MIN.) CTS—PE TUBING, SDR 9 METER BOX
NOTE: �> � » �� » MEGA—LUGS (PREFERED) IN LIEU OF ASTM D2737 EXISTING GRADE (SEE ABOVE)
PAVEMENT WIDTH AND LOCATION IN R/W 14 26" 29" 25" 19 18 21 26" 20 83"
STAINLESS STEEL TIE RODS WITH / / \/\
(SIZE AS SPECIFIED) �"• /\�/ /\\//\\//\\//\\ %\\//\\//\\//\\//\\//�,
16" 33" 29" 25" 24" 22" 23" 32 21" 83" STAINLESS STEEL NUTS AND WASHERS
VARIES. SEE PLAN FOR INDIVIDUAL LOCATION. 18" 40" 30" 28" 24" 22" 23" 36" 24" 88" �• �/�/•
C CORPORATION STOP McDONALDS 36 MIN
5'MIN. 1' 1' 5'MIN. FIRE HYDRANT ASSEMBLY SERVICE STOP MODEL 4701-22 1" LINE 1 — 3/4" McDONALDS SERVICE
NOTES: 1 . BASED ON 160 PSI TEST PRESSURE AND 2000 PSF SOIL BEARING CAPACITY. OR EQUIVALENT WITH STAINLESS ' " ' `' `' `' `• STOP MODEL 4753-22 OR
2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND. NOT TO SCALE EQUIVALENT WITH STAINLESS
3. USE MEG—A—LUG (PREFERRED) IN LIEU OF BLOCKING AND RODDING. STEEL STIFFENERS McDONALD 30° STEEL STIFFENERS McDONALD
MODEL 6133T. MODEL 6133T.
3' MIN THRUST BLOCK DETAIL PAVED AREA UNPAVED AREA
3 SAND BED
CRUSHED STONE BASE
NOT TO SCALE FINISHED GRADE NOTE: BEDDING AS SPECIFIED ALL AROUND LINE
ASPHALT PER PRECAST CONCRETE SERVICE SADDLES ON PVC MAINS WATER MAIN
NCDOT SPECIFICATIONS COLLAR SHALL BE WIDE BAND BRASS BODY:
STEEL ENCASEMENT PIPE SENSUS WATER METER VALVE W TOUCH READ ABC STONE PER FINISH GRADE TO SADDLE McDONALD 3801 OR EQUIVALENT NOTE: 3/4" SERVICE ANGLE STOP: SERVICE STO
SEAL EACH END / NCDOT SPECIFICATIONS SHALL HAVE THREADED FITTING FOR
SYSTEM COMPATIBLE WITH N.H.C. SYSTEM REVEAL LINE ON NO JOINT SHALL BE INSTALLED CONNECTION TO COMPRESSION ADAPTER
CASING WILL BE INSTALLED AT LINE AND GRADE GATE VALVE W/ HAND WHEEL SIZE AS REQ'D. BY ENGINEER. COLLAR BETWEEN THE MAIN SERVICE TAP AND SHALL BE McDONALD MODEL 4604
SHOWN ON INDIVIDUAL PROFILE FOR EACH CROSSING. (SEE SPECS.) N DRESSER COUPLING AND THE METER STOP.
OR APPROVED EQUIVALENT.
BORING/JACKING TO LINE AND GRADE IS REQUIRED. :. ; . ;: y 3'-0" MIN. VALVE BOX W/LID
LID MARKED "WATER" SINGLE SERVICE SECTION VIEW
TYPICAL B 0 R I N G/JACKING DETAIL M.J. GATE VALVE TYPICAL WATER SERVICW CONNECTION FOR RESIDENTIAL SINGLE
UPSTREAM DOWNSTREAM FAMILY HOME ON COUNTY WATER SYSTEM
NOT TO SCALE
— FINAL GRADE (EXCLUDING GANG METER)
NOT TO SCALE
McDONALD 3800 SERIES
WATER FLOW► BRASS SADDLE
=III=III STORM DRAIN III=�=11 3'MIN. COVER '. \\ /\\/\\�
1= —III II-T11 A A �// \//\/ CORPORATION STOP: McDONALD
12"' MIN ALUM. DOOR & FRAME VALVE DETAIL \%\ /j\jj�\\�� CTS—PE TUBING, SDR 9 AT ER MAIN MODEL 4701-22 OR EQUIVALENT
LOCK. MANIF. BY HALLIDAY NOT TO SCALE //\\%/� ASTM D2737F H STAINLESS STEEL STIFFENERS
,.- ;;....:.., • ,.:::. ... .:. . . .: S` W PAD �/ I
NOTE. /\ \ (NO JOINTS) McDONALD MODEL 6133T
450BEND PRESSURE PIPE BYPASS (OPTIONAL) Cl) DOOR OPENING MUST FINAL BACKFILL /j� j�/\� CURB STOP INSTALLED IN McDONALD SERVICE STOP
(D.I.P.) (4X) (SDR-21 / C-900) PRECAST CONC. CLEAR ALL COMPONENTS./ /\y/j�� A VALVE BOX MARKED "WATER" MODEL 610 W-22 F"
METER VAULT (2) MUST MEET H2O LOADING SLOPE WALLS TO ANGLE OF \//\ \� WITH CONIC. COLLAR F"x 1 TEE OR 90
PRESSURE PIPE WATER METER VAULT APPROVED BY THE OIL OR A
REQ. IF IN TRAFFIC AREA.
(SDR-21 / C-900) 3' MIN. 3' MIN. NOT TO SCALE
MEG—A—LUGS CLASS IN F x F TEE R 90 x TEE OR 90
MIN
;: :. E 0 F 1
THROUGHOUT — , • . , . • ..• .., ,.•.:....; ...:..:..: ':: '> — PIPE SIZE
�%/\ j�/// / � � 3
jj �� M »
I
Tr— id
=P' AS INDICATED ON / O
_�— —� T / / F x 1" TEE OR 90 DOUBLE METER BOX
— 6" THE PLANS . % \\ \ O.D.
NOTE: USE D.I.P. (CL51 OR BETTER) IF LESS / /j� DFW/HPI
THAN 2.5' SEPARATION OR COVER. I �_ �(�( CLASS 1 OR 2 \ \j 90 • , \/\\� MODEL D-1500
USE P.V.C. (SDR 21/C900) IF GREATER — — - j ..:.w>R '-„: ,....., \i 6" MIN W/METAL READ LID
THAN 2.5' SEPARATION. _ — STABLE //� ��//j/T� ��/� 3�a" McDONALD SERVICE STOP (TYP)
FORCE MAIN WATER MAIN DITCH FOUNDATION
6" MIN O.D. 6" MIN OR EQUIVALENT W/STAIEL 4604 AND DNLESSO STEELODEST STIFFENERS L 4753-22 McDONALD
S STEEL TI O N 22
/ ERS
8c STORM DRAIN CROSSING =11 I SUPPORTS
o> 6 C L 50 DUCTILE( IRON
McDONALD MODEL YP) (TYPjNALD MODEL 6133T
NOT TO SCALE n.•. ..t, r. C 9 0 0/C 9 0 5 PVC
C
;�;;,;y:_•.�� �_.;. ';:;:;; TYPICAL TEE OR 90
;::,•: 60' TYP R/W 2"YPIC2" OR 2"R 90
6" BASE a a N PIPE TRENCH DETAIL
FOOTER 1 2 TEE: BRASS SOLID F" WITH (3) McDONALD MODEL 4753-22
1" BITUM CONIC. 30' 30' 90: McDONALD MODEL 4761-22 F"
NOT TO SCALE
SURFACE TYPE 1-2 (BOTH W/MODEL 6133T STIFFENERS)
ALUMINUM HOUSING
#57 STONE FEATHERED EDGE Y4" FT GANG METER DETAIL
ECLIPSE 88 METER VAU LT SECTION A—A EXISTING ASPHAULT GENERAL
NOTES: NOT TO SCALE
SAMPLING COPPER VENT TUBE NOT TO SCALE 1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH OR DRAINAGE—WAY.
STATION WITH OPTIONAL 1/4" BALL VALVE r I iI _� EXISTING GRAVEL 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
IN PLACE OF 1/4" PET COCK TYPE I-2 COMPACTED ABC BEFORE ANY CONSTRUCTION BEGINS.
ALUMINUM BASE GROUND LINE N.C. SPEC.
1� CAP W/2" TAP DITCH 3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION
REINFORCED CONTROL MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
3/4" STAINLESS TIE RODS, CONCRETE 4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS.
NUTS, & WASHERS COLLAR + 5. THE CONTRACTOR IS RESPONSIBLE FOR LAYDOWN & STOCKPILE AREAS
BRASS VALVE BOX W/LID PIPE (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS).
STANDPIPE LID MARKED "WATER"3.0' NOTE:
(D.I.P. IF COVER IS LESS THAN 36")
..
VALVE BOX W/LID BACKFILL TO BE INSTALLED IN 6" LIFTS (MAX) AND COMPACTED DATE:
1 " HDPE PLAN VIEW LID MARKED "WATER" TO A MINIMUM DENSITY OF 95% AS DETERMINED BY THE MODIFIRD WATER MAIN CONSTRUCTION 09 19 08
SDR9 SERVICE SADDLE PROCTOR METHOD.
11 PER NHC SPEC REINFORCED CONCRETE SCALE:
VALVE BOX W/LID COLLAR CUT—BACK TO BE PREFORMED AFTER TRENCH BACKFILLING AND STANDARD DETAILS N/A
" LID MARKED "WATER" COMPACTION.
1 BRASS 90' ell 8„ DRAWN BY:
2" BRASS NIPPLE PAVEMENT REPAIR WHERE PIPE INSTALLED
1 HDPE 2" SCH 40 FEMALE ADAPTER B. EDIGER
SDR9 CAP W/2" TAP 2" SCH 40 PVC NOT TO SCALE AT NTED NEW HANOVER COUNTY CHECKED BY:
1 " CURBSTOP CORP. STOP 3/4" STAINLESS TIE RODS, 2" SCH 40 FEMALE ADAPTER
MUELLER P-15209 PER NHC SPEC NUTS, & WASHERS 6 ' SEp ZOU8 NORTH CAROLINA J. CRAIG
WATER MAIN • + ,• REV. DESCRIPTION DATE: ,.�
"moo WATER MAIN CONSTRUCTION PROJECT N0.
2" BRASS 90' ell •(N•,,.••• �
A RECORD DRAWING 10/15/91 Ess� 07072
2" BRASS NIPPLE CONCRETE BLOCK B RE—DRAFTED IN AUTOCAD 11/30/04Qe SD - 1
ECLIPSE NO . 88 SAMPLING STATION 2" BRASS NIPPLE C ADDED SAMPLING STA DETAIL & UP—DATED B.0 VALVE ASSY DET ILS9 11 O6 SEAL _
2" GATE VALVE WITH ;y •, 17374
NOT TO SCALE 2" OPERATING NUT ' < '•, NEW HANOVER COUNTY, NORTH CAROLINA
�A ' ••••• y WATER AND SEWER DISTRICT, ENGINEERING DEPARTMENT HEFT N0
PROFILE C,, REGOR,\ 230 MARKET PLACE DRIVE, SUITE 160
2 " BLOW — OFF WILMINGTON, NC 28403
NOT TO SCALE OFFICE: [phone] FAX: (910) 798-7051 /

OTHER PAVED AREA
C.I. MH FRAME & COVER
3/8" CEMENT MORTAR TOP TO BE FLUSH WITH STREETS,
WALKS OR RESIDENTIAL AREAS.
2" ASPHALT
VARIES FOR WOODS OR 4" BASE
OTHER AREAS OUT OF
PATHS OR TRAFFIC
TOP TO BE AS NOTED EXTEND VENT 1 '—O" ABOVE
ON PLANS ON UNPAVED :` .. TEE — (FOR FORCE MAIN
ROADS PROVIDE 8" USE 90• ELBOW W/ 6"� SCH. 40
1 '-6' CONC. COLLAR 100 YEAR FLOOD ELEV. 30 ALUMINUM PIPE
COVER OVER LID, � ., RESTRAINED JOINTS W/ 4' R OR EASEMEN
AND SETA LABELED ' 4 PRECAST ECCENTRIC TOP CUT TO PROVIDE MIN. COVER) INSECT SO Z ME LINE
CONCRETE MONUMENT MAINTENANCE t LANDSCAPE TIMBER
NEAREST R.O.W. LIMIT. (NO MORE THAN HALF) INFLUENT TO MARK CONNECTION
GROUT INSIDE & OUTSIDE PIPE
2 COURSES OF BRICK OR MH STEP-:,:,*' 16" WITH APPROVED THREADED —0" MIN.
PRECAST LEVELING RINGS (-�,P) NON—SHRINKING `.
(12" MAXIMUM) GROUT STAINLESS STEEL STRAPS & ANCHORS PLUG \
MANHOLE IN ACCORDANCE \//' (TO BE SPACED ® 30" BETWEEN STRAPS)Ya x 2" ALUMINUM STRAPS \/\
2 —0" O.C. FROM BOTTOM f v
WITH ASTM C478 \ \ \ ..+ SEE STRAP DETAIL THIS SHEET » \\ �. 8" AIR GA r/
BARREL DIA. BARREL DIAMETER 2-3/a x 3 SST ANCHOR `/i\ 4 MIN. SHALL BE DEEPER
\/. 4'-0" UNLESS 5'-0" MINIMUM, BOLTS BOLTS PER STRAP CLEAN OUT IF SITE CONDITIONS REQUIRE
/\\//� OTHERWISE /\� PRECAST BARREL SECTIONS UNLESS OTHERWISE PVC PIPE TO BE SAME SIZE BOX W LID
�%\\\` NOTED ON PLANS j\//\\//� 2,3,4 FOOT LENGTHS NOTED ON PLANS /'/ AS INFLUENT PIPE r \\/\\/� / FOR LESS THAN 4' DEEP
\/\/ \\/\ \\,� /\//\// FEMALE SPECIAL PRIOR APPROVAL
FOR INFLUENT \i� j//\j/TRANSITION IF NECESSARY \\/\\/` ADAPTER BY ENGINEERING IS REQ'D.
S" MIN. WALL THICKNESS / / /
/ SLOPE BRICK AND 8" OR LARGER ,%/� -- \\j\\/`AT THE TEE \\ `�/�/ 04"x45' BEND
FOR 4' DIA. BARREL TYPE S" MORTAR \/�/` ���`/ \ 04" x 04" WYE
\ \ \ Y4 BEND
6" MIN. WALL THICKNESS \\'� \//j�// 1 '-0
FOR 5' DIA. BARREL 6" EXTENDED LIP \\j\ FILL PIPE WITH \
SLIDE MONOLITHICALLY CAST '' // ' �E
SLOPE= 1 "/ /\//• .:T. \\/ PLACE THE LOWER TYPE "S" MORTAR
\ \ WITH BASE SECTION /
\` \\` BEND AT ELEVATION SHOWN VARIABL
\ 3/4 THE DIA. /
\\/ OF LARGEST ' //%� ON PLANS NOT ON \//� E SLOPE
/ EXTENDED BASE NOT \ \
3/ THE DIA. ;:�:.�`::..;�. /\\, SEWER PIPE . '. ;:+ ••:;:..: .< :-"' r //. MANHOLE ./ .\\� . Y4" PER FT MIN.
4 \ \/ REQ D FOR MANHOLES i. /\\/ BENCH, AND \// ;. ;: :.:. ..
OF LARGEST , DIRECT FLOW \ .-.t
\ <8 DEEP \/ :.y /,. OUT / r.\ \/ r �✓
SEWER PIPE \ i v. \/ \ \ 18 LG. NIPPLE
OF MANHOLE
\/ ,., . , , \r PIPE MATERIAL: & GLUED CAP
SCH. 40,
3" MIN. \f, !�'.\. �r'i \S'!\{�`•�j�/ '\ 2,500 PSI CONCRETE SOLVENT WELD PVC 1120
Y ASTM D-1785
\ \ '` /i\//\''`/'`'/</\\//K 8 DAY STRENGTH STANDARD VENT MANHOLE SERVICE CONNECTION 8c CLEAN — OUT
6" MIN. 8" MIN. STONE DROP MANHOLE NOT TO SCALE NOT TO SCALE
1 '-0" (Ty BEDDING FOUNDATION
PRECAST CONCRETE MANHOLE TYPICAL (MORE THAN 30" DROP)
NOT TO SCALE
(LESS THAN 30" DROP)
NOT TO SCALE
i
y CAST IN RUBBER BOOT �
WITH SST. CLAMPS MIN. 4 DEEP
(TYP. ALL MH CONNECTIONS)
LL
EXTENDED LIP +
SEE DETAIL
THIS SHEET
INFLUENT 1 '6" MINIMUM MIN. SLOPE FOR SERVICE
PIPE 04" SCH. 40 Ya" PER FT. CONNECTION
SOLVENT WELD
3 y «FLow �Low� 04"x45' BENDS
LONG SWEEP
(2X)
SMOOTH, LONG 04" SCH. 40, SOLVENT WELD 04% Ye' BEND MAXIMUM VARIABLE SLOPE
RADIUS BENDS
SHAPE INVERT - _ LONG SWEEP
NO JOINTS FOR PIPE 8 Ya" PER FT MIN.
04 x Y' BEND MAXIMUM
WILL BE ALLOWED �/j �\\ LONG SWEEP i
g o \ \ \ SEE DETAIL THIS SHEET
IN WALL SECTION
\ $� `1\ \/ FOR SERVICE CONNECTION
i 6,. MIN. 6" MIN.
/\ \ `\\\\\� r 1 TOND STU IT PLACEMENT PIPE OF OF ER RISER IN %\ \ UNDISTURBEDNGTH \,1i ;i PROVIDE NIIFORM TBEARING AFOR
PE TO
MANHOLE FLOOR PLAN \ / Y4 OF BARREL CIRCUMFERENCE
1 D SOIL AND TO PROVIDE ,
NOT TO SCALE DROP MANHOLE FLOOR PLAN 12" / �•:'+`-' CONVENIENT LOCATION 12" 2 04" SCH. 40, SOLVENT WELD
NOT TO SCALE " ?' OF CLEAN OUT
\ 1 MAX. SLOPE TO BE LESS THAN 1 :2 WHEN
\ \ \ NECESSARY TO SECURE BEDDING IN
DIA. !' DIA. /
COMB. WYE OR SANITARY TEE. ��� i'
\j� MATERIAL TO BE SAME AS THE MAIN `/ \ UNDISTURBED EARTH MIN. SLOPE Y4' PER FT.
\ (c-9XX OR DIP) 6" /\r COMB. WYE OR SANITARY TEE.
6,. /
FINAL GRADE i�j � MATERIAL TO BE SAME AS THE MAIN
CRUSHED STONE BEDDIN (C-9XX OR DIP)
BARREL SIZE TO BE CALLED FOR BARREL SIZE TO BE CALLED FOR
2' EACH SIDE OF LATERAL BEDDING AS SPECIFIE
ON PLANS, OR AS OTHERWISE SPECIFIED
NOTE: ON PLANS, OR AS OTHERWISE SPECIFIED
SPECIAL CARE SHALL BE TAKEN DURING BACKFILL OPERATIONS. THE RISER SHALL
SLOPE WALLS TO ANGLE OF Q Q BE PLUMB AND TRUE AT ALL TIMES, AND REST ON FIRM, STABLE FOUNDATION. STANDARD SERVICE LATERAL
REPOSE OF SOIL OR AS 4 WEDGE ANCHORS
APPROVED BY THE ENGINEER DEEP SERVICE LATERAL (MAIN DEPTH LESS THAN 8ft)
TYPE 1 OR 2 �j\\� \j` Q (MAIN DEPTH GREATER THAN 8ft) NOT TO SCALE
FINAL BACKFILL \j� \j��' 4 SST LOCKING NUT/WASHER NOT TO SCALE
CLASS 1 , 2 OR 3 \//\\ Y4" SST PLATE
3" MIN DROP PJPE Yz" SST RODDING GENERAL NOTES :
PIPE //\ // j // / 1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH OR DRAINAGE-WAY.
AS INDICATED SION /j\//j Q % /\/j TIGHTEN NUTS TO HOL 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
THE PLANS \\ / O %\\ O.D. DROP PIPE IFIRM ACED BEFORE ANY CONSTRUCTION BEGINS. WR I G H TS B O R O BAPTIST CHURCH DATE:
CLASS 1 ., \/\\r (DO NOT OVER TIGHTEN) 3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL
ti
6" MIN MEASURES WHILE CONSTRUCTION IS IN PROGRESS. SANITARY SEWER
09 19 08
SCALE:
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS. O N/A
STABLE r /j//j//j //i NOTE: ALL PARTS TO BE SST. 5. THE CONTRACTOR IS RESPONSIBLE FOR LAY DOWN & STOCKPILE AREAS �N�� STANDARD DETAILS FOUNDATION 6" MIN O.D. 6" MIN (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS). DRAWN BY:
MATERIAL
STRAP DETAIL P� 9 L�°� B. EDIGER
NOT TO SCALE NEW HANOVER COUNTY CHECKED BY:
C L 50 DUCTILE IRON REV: DESCRIPTION DATE: NORTH CAROLINA J. CRAIG
A ADDED MANHOLE RING & COVER DETAIL o7 20 so C:�!?0<�'/% TORM & SANITARY SEWER STANDARD DETAIL PROJECT NO.
C 9 00 C 9 05 PVC g REVISED NOTES & DETAILS 01 10 91 Q � ';`9 = SD-3 07072
PIPE TRENCH DETAIL C MANHOLE BASE EXCEPTION NOTE ADDED 01 30 91 S E A L
NOT TO SCALE D RECORD DRAWING 10 15 91 =?i 1374
!/E RE—DRAFTED IN AUTOCAD 12 01 04 ' < '• `� NEW HANOVER COUNTY, NORTH CAROLINA
', O '� ! WATER AND SEWER DISTRICT, ENGINEERING DEPARTMENT
EH
ADDED NOTE FOR FORCE MAIN & STRAPS 08/09 05 % R 230 MARKET PLACE DRIVE, SUITE 160 SHEET NO:
REVISED NOTES & DETAILS '' REG�
11 29 OS Ililll}�� WILMINGTON, NC 28403 /
UPDATED "SERVICE LATERAL" DETAILS 09 19 06 OFFICE: [phone] FAX: (910) 798-7051

MANHOLE
\ LANDSCAPE TIMBER SNAP LOCK 401 PROTECTO
D- LANDSCAPE TIMBER STREET CERAMIC LINED DIP SEWER
MAIN (CL 54) SET ON GRADE \/\
- 0 AS PER PLANS.
MINIMUM \
C.I. BOX DITCH C.I. BOX /
& COVER & COVER
1 _ _ _ _
-1 I I I I_"
.IIII-III-III-III =1 I �-III-III-III-III III-III-III-III-III I II III- . . .I 11= - / /�
:III
MINIMUM
0"
MINIMUM 1-_ _-I MAX. 45' LONG \\
45' ELBOW 1= =1 SWEEP AS REQ'D.
18" LG. NIPPLE SPACING SET BY PIPE LAYING /
24" MIN. LATERAL TO REACH OPTIMUM LATERAL & GLUDED CAP LENGTH-NOT TO EXCEED /
DEPTH 8 DIA. CLASS 2.5 CCA � 20' WITHOUT APPROVAL 5 \
PRESSURE TREATED PILING MAX \\
45' ELBOW FROM DISTRICT
18" LG. NIPPLE �� /
& GLUDED CAP
VARIABLE SLOPE 45 MAX. 45' LONG
Y4" PER FT MIN. SWEEP BENDS
FAR-SIDE LATERAL BEDDING AS SPECIFIED AS REQ'D.
IV= ANGLE AS REQ'D
STANDARD SERVICE CONNECTION SEWER MAI
TO SANITARY SEWER NEAR-SIDE LATERAL L� - L�
NOT TO SCALE
PILE AND BENT DETAIL
SKID SPACING VARIES HD6 "U" BOLTS WITH NOT TO SCALE
SEAL END OF CASING PIPE PER MANUFACTURER WASHERS AND NUTS
AFTER TESTING WITH TREATED LUMBER (ALL STAINLESS STEEL)
BRICK BULKHEAD
A SNAP LOCK 401 PROTECTO
CERAMIC LINED DIP SEWER SNAP LOCK 401 PROTECTO SNAP LOCK 401 PROTECTO
MAIN (CL 54) SET ON GRADE A CERAMIC LINED DIP FORCE CERAMIC LINED DIP SEWER
AS PER PLANS (IF REQ'D) MAIN (CL 54) SET ON GRADE
CUT TOP AT 30' 1 -O„ AS PER PLANS
STAINLESS STEEL BANDS TA AND COALEAL TAR
� MAX
STEEL CASING PIPE 6
3" #30 FELT FLOW
NOTE: SKID TO BE PLACED TO PROVIDE PROPER SUPPORT, + +
ALIGNMENT, AND GRADE AS SPECIFIED. CONTINUOUS SKIDS
MAY BE USED AS ALTERNATIVE. OIL, GREASE, OR
PETROLEUM PRODUCT MAY NOT BE USED ,AS LUBRICANT. 2" x 12" CLASS 2.5 CCA }
FOR CARRIER PIPE 12" AND SMALLER, PRESSURE TREATED ? 3" #30 FELT
CARRIER PIPE t
USE 90' SKID SPACING. FOR 14 1 " 0 HD6 BOLTS WITH 3"
AND LARGER, USE 60' SPACING STEEL CASING PIPE 8" DIA. CLASS 2.5 CCA 0.6 WASHERS AND NUTS
PRESSURE TREATED PILING (ALL STAINLESS STEEL) 2" x 12" CLASS 2.5 CCA
3 1/2" x 3 1/2" x 12" PRESSURE TREATED
TREATED LUMBER SKID
SECTION A-A
NOT TO SCALE 8" DIA. CLASS 2.5 CCA
PRESSURE TREATED PILING
PIPE CASING SKID DETAIL
NOT TO SCALE NOTES:
1 . PILE SHALL NOT OBSTRUCT FLOW OR
60' TYP R/W CAUSE EROSION OF DITCH/STREAM BANK.
A 2. MIN. CLASS 54 DIP-ENGINEER MUST SECTION A-A
DESIGN LOADING. NOT TO SCALE
NOTE: 1 BITUM CONC. 30 30
PAVEMENT WIDTH AND LOCATION IN R/W SURFACE TYPE 1-2 FEATHERED EDGE Y4" FT
VARIES. SEE PLAN FOR INDIVIDUAL LOCATION. PILE AND BENT SECTION / DETAIL
EXISTING ASPHAULT NOT TO SCALE
5'MIN. 1' 1' 5'MIN.
k�I EXISTING GRAVEL
TYPE 1-2 COMPACTED ABC
N.C. SPEC. DITCH
3' MIN
CRUSHED STONE BASE
PIPE
NOTE: (D.I.P. IF COVER IS LESS THAN 36")
BACKFILL TO BE INSTALLED IN 6" LIFTS (MAX) AND COMPACTED
STEEL ENCASEMENT PIPE TO A MINIMUM DENSITY OF 95% AS DETERMINED BY THE MODIFIRD
SEAL EACH END PROCTOR METHOD.
CASING WILL BE INSTALLED AT LINE AND GRADE CUT-BACK TO BE PREFORMED AFTER TRENCH BACKFILLING AND
SHOWN ON INDIVIDUAL PROFILE FOR EACH CROSSING. COMPACTION.
BORING/JACKING TO LINE AND GRADE IS REQUIRED.
PAVEMENT REPAIR WHERE PIPE INSTALLED H BAPTIST HU H DATE:
NOT TO SCALE
TYPICAL BORING/JACKING DETAIL SANITARY SEWER 9/1
0ALE: 08
NOT TO SCALE STANDARD DETAILS TA I L S N/A
E PRINTED DRAWN BY:
SEP 19 tuU° B.
NEW HANOVER COUNTY CHECKED BY:
GENERAL NOTES : EV: NORTH CAROLINA J. CRAIG
1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH OR DRAINAGE-WAY. R DESCRIPTION DATE: iiiii STORM & SANITARY SEWER STANDARD
A ADDED MANHOLE RING & COVER DETAIL 07 20 90 \�•.
"
�� %TO�/ PROJECT N0.
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES DETAILS 07072
BEFORE ANY CONSTRUCTION BEGINS.
B REVISED NOTES & DETAILS 01 10 91Q�� SD-3
= =
3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL C MANHOLE BASE EXCEPTION NOTE ADDED 01 30 91 = SEAL _ U
D RECORD DRAWING 10 15 91 - 17374
MEASURES WHILE CONSTRUCTION IS IN PROGRESS. NEW HANOVER COUNTY, NORTH CAROLIN
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS. E RE-DRAFTED IN AUTOCAD 12 O1 04 ��j'•. INE� ��
5. THE CONTRACTOR IS RESPONSIBLE FOR LAYDOWN & STOCKPILE AREAS F ADDED NOTE FOR FORCE MAIN & STRAPS 08 09 OS '% '' WATER AND SEWER DISTRICT, ENGINEERING DEPARTMENT SHEET N0:
REGOR 230 MARKET PLACE DRIVE, SUITE 160 / 7
(TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS). G REVISED NOTES & DETAILS 1 1 29 05 "` WILMINGTON, NC 28403
H UPDATED "SERVICE LATERAL" DETAILS 09 19 06 r. OFFICE: [phone] FAX: (910) 798-7051
t

REVISIONS
WHITEMAN AVE SANDY LN. No Description By
I,
0 �SITE -
w p
HARRELLS LN. r z
l = LONG LEAF DR. g
EXISTING CONTOUR
F& EXISTING SPOT ELEVATION w HERIDA DR.
° PROPOSED SPOT ELEVATION WIND SAIL DR. J
DRAINAGE AREAS i� F- �
® DROP INLET r/INLET PROTECTION V)Z
AREA DRAINAGE CALCULATIONS (ZS 1/19) STORMWATER RUNOFF DIRECTION 0 Z LAUREL DR.
CONCRETE AREA (0 w
A AA 41,965 SF (0.96 AC.) LANDSCAPING �
Q= 3.62 CFS
J
DA yy 52.32 CFS SF (1.41 AC.) 0 GRASS PARKING
4=
B A= ' ORTH
y�.32
C Q A 'S7$89 CFSF (1.56 AC.)
D A= ' 15 SF (0.73 AC.)2 � VICINITY MAP
Q= .'IS CFS
E A= 46,713 SF (1.07 AC.) NOT TO SCALE r 1
I
I I
I
- T � 1.1.975536' 15' E uL
& ' 1157.98 N' E 1
3
� O
C-0.35 IiE 1 1 11
1-7.70 IN/HR (7.41 MIN. •`t
A- 43,290 SF (0.88 AII A= 8,146 SF (0;1 Q- 1.71 CFS 1 1
STORAGE FACI " "' A 41,217 SF (0.95 AC.) 1°'1 ifI O
.. - - r.. 1 N 111 I-1
COOKING SHED Q= 2.56 CFSIT
O
TO BE CONVERTED TO W
o to o
PI N ° P o EA. T F. F.
95
l�
SHELTER .� µ I :µ o 0 0 o ONSTTE 1 1 O
�NA71 AVE 9r oqp. o ( )
_,0 P, o ° ° ° Q= 24.107CFSF
o / 13. AC. 1
1.
fo
°._. GRASS LOT $ __.-Fr -► -s#' .0 4 3�� .a ..1 `. o 0 / ° o
`µ i •µ eh4 .s� ' n'µ °h-__ _-�s.. -y �'b'.,&. 6Y --►°f- p Id µ \ - a ° o . � S o o
° o
1'_I z
o ° °
a°SWME440.
wW °
° CRASS LOT 4
o Pt6 -
W o
I
311- NEW e 1. 2° 16 0 ° m
t
A F. µ µ
EXISTING WI .g 8 1
µ � o A �. _;.- i" .µ � p. _ S g ° ° ¢ o o� 1519.26 S '
I SANCTUARY b
I�NG o L IF o ° o I '
OUTFALL )9 PRE-1998 _ µµ L
&... A=(3.21 AC) µ F F P * tlUG ` o X. r' I. F ' 1
o co
o 0
_ o
UPI
0
,
[ I I
r,
- GRASS LOT I_y' -
� �
- a 23'
EXISTING 52329S81T I I I
I I I I W 0
SEPTIC OFFSITEEXISTING ASPHALT DRNEWAT
- �' MULTIPURPOSE A- SF (13.54 AC.)
� BUILDING 0 23.39 CFSc co
L�
- 1 F? iNl
. EXISTING STO
.,.a•. .. r •`)
$ OFFSITE FACILITY O a
A- 34,126 SF (0.78 I co c 0- 3.11 CFS
- jai. `g• -- -N "'�
hOFFSFE e * r r z
- I .100 SF (1.36 AC.) I I _. - ���-yy Z w
Q. 5.43 CFS M - .. }-I ry I Z
�- 0 o 6 w
0, 0 U
I - H
o .
l�
a
- i SEAL
I17374
SITE PLAN
BAR SCALE 1 - 100 A
CREGO '
-- DATE 09-16-08
w 100' 50' 0' 100' 200' J00'
- DESIGN PGT
DRAWN EJB
Sw:�l�K�8a7
C 0
SHEET 1 OF 1
07072
• 1

REVISIONS
WHITEMAN AVE SANDY LN. Date Description By
o SITE -S
0
w o
HARRELLS LN.' z
LEGEND = LONG LEAF DR. :!I
EXISTING CONTOUR
Ee° EXISTING SPOT ELEVATION w HERIDA DR.
DRAINAGE AREAS �5° PROPOSED SPOT ELEVATION WIND SAIL DR.
\ ® DROP INLET w/INLET PROTECTION Q Z
AREA DRAINAGE CALCULATIONS (25_ Ye,) STORMWATER RUNOFF DIRECTION O Z LAUREL DR.
\\\ Y CONCRETE AREA ()' 0_'
LAJ
A AA 41 965 SF (0.96 AC.) LANDSCAPING
Q= 3.e2 CFS
DA y�k2 GRASS PARKING 3
B A= $1 316 SF (1.41 AC.) ORT1 I
Q= pp5.'32 CFS J
C A= 117,894 SF (1.56 AC.)
Q= k5.89 CFS 8°
D A= 31 671 SF (0.73 AC.)
Q= 2.15 CFS
VICINITY MAP
E A= a56,713 SF (1.07 AC.) NOT TO SCALE
I
I i �
— T � 11.97S8736' 15' E
SO 4A!
FE
SITE
1 O
C-0.35
— & LL \ C-0.3 IN/HR (7.41 OFFSTTE
AA- 43,290 SF (0.99 AC.) 1 11 11 ifL
A- 5,146 F
_ O
100- R1W
STORAGE FACI A- 41,217 SF (0.95 AC.) {{ ;W 1 ,+ E O E-I
TO BE CONVERTED TO Q- 2.55 CFS P• < V' 1 S?` F�
COOKING SHED
a _sas o o0
- < 16
i o p y 1 1
w 55 o t0 0 ^
Y A [�
�ICNIC �- Rs w � 1 p u
_ SHELTER `w " w I '^ 'w: ?7 ° 0 o O P° 0 ° } DNSRE 676 S ( .95 ) 1 �11
AREA Liar .'`a 11" 1��,7 V
'F yi 0 2410 CFS
� ° V
,W o °
o
GRASS LOOT ° @. y __ ^o w w.3-1 SWAI.EUNo °ay. �i t o o °° ° 0 0 0 o w / o° w R"• 1 1 �I V 7
- t,_ w I•-1
Fr Z^
—g Ar
0SVtALEoNo.1 a'• _ ,b-.. o l0 9 ° o m W
Ter�25C
o as o �- w 14... � i
° P ° 0 P
�_ � �` o (
GRASS LOT O tkkG : ° �' NEW P ® w o
°9• 9- Gp o
w ° O O F�
T °
�O
4a. } SANCTUARY w w � sw }
r. 'w
o ° ow° o ° °o
,. EXISTING 7i v,r .. ' ° F.
F. ° I
OUTFALL w �4 PRE-1998 Ib
o g ° SFD PG w } pO } -
AY.. '� a A-(3.21 AC.) ° a.. 4} } 0
° w o o w h P ��
a
o °° I
ao-
6 I � , I 00
o °e11 c\2
[�,
i
lk-
b fk,� GRASS LOT �1 `
1T W
w & dr ., 523.29 S a" 23' — 0 0
EXISTING _ H I I 1rT'1
SEPTIC TANK . p&6 H4L T AY I OFFSITE
TI w ASPHALT A- 59 0 SF (13.54 AC.)} MULTIPURPOSE s�
G BUILDING ;ig - I Q- 23.39 CFS %
�.,. _ �. w I I 'A z C)� o
_a .... . .. _� PIC co
d . ISTING STORAG I I L
0 Lo U
" OFFSITEOFFSTIE FACILITY .. -. ::. .�•�: O I I d
— -: A- 34,126 SF (0.78 AC.
Q- 3.11 CFS I .. -- z c z
d :FFSTIE I I - '�' iZo CD
ix
1- 59,1D0 SF (1.36 AC.) `
— I 5.43 CFS
R� a
N�y o
W 0) O
F.
I _
G
°
m
\\7luulnu�A ,,.
�\A
S E A L
I = 17374
SITE PLAN
BAR SCALE 1 — 100 GREGO�y.`
DATE 09-16-08
KL 100' 50, 0' 100' 200' 300,
DESIGN PGT
sSc��u�cs DRAWN EJB
C 0
SHEET 1 OF 1
07072

REVISIONS
WHITEMAN AVE SANDY LN. No. Description By
SITE S�
w JDR �
HARRELLS LN.} LONG LEAF EXISTING CONTOUR EXISTING SPOT ELEVATIONw HERIDA DR.
DRAINAGE AREAS �o PROPOSED SPOT ELEVATION WIND SAIL DR.� DY
® DROP INLET w/INLEf PROTECTION Q LAUREL DR.
AREA DRAINAGE CALCULATIONS �Zs�¢ STORMWATER CONCRETE FRAUNOFF DIRECTION 0
CA iµ1 © z �
A A= 3��26CFSF (0.96 AC.) CD
LANDSCAPING g
DA 1�1!2 GRASS PARKING 3
B A= Bt 316 SF (1.41 AC.) ORiH
0= /p6l532 CFS
C Q= 11/7 89CFSF (1.56 AC.)
D AA t 671 SF (0.73 AC.) VICINITY MAP
0= 2.'/5 CFS
E AA 46,713 SF (1.07 AC.) NOT TO SCALE T 1
I
I I �
T 1
- I
11.97 5 S 38' 15' E �
IIrL=�••
_ $ 1 44' ,8� 1 z 1�1
. . 1 1 I�^� z
s �
- Cs0.35 R '�. FfSRE
1-7.70 IN/HR (7.41 MIN.) A- 43.290 SF (0.99 A1: 1
0- 80,148 SF (0.1 0- 1.71 CFS 1 1 Z O
1 1
_ 100• R O
I STORAGE FACI Aa 41,217 SF (0.95 AC.) W 1 1
TO BE CONVERTED TO 0= 2.58 CFS P O
i COOKING SHED k F.
1 1 F'��Y
F 0 0a- T Z O
0 1111 '� W z
D' -._ Y 00 0 1 I�il Z
0 4
— PICNIC o_ o F 0 A' ° /F
AVL. �� SHELTER 1': o ° o ONSffE 1
1 0
�QTMAIT -- .g.- 4 +Y• p oqp o M 607,678 SF (13.95 AC.) 1
F : �- — -. ¢�. .. . .- o - ° F 0 ° o 0 0- 24.10 CFS
o ° - GRASS LOT ° ° $' �° F 3y1�ALE= 761'• ��.► 1 �i o 0 0 Q y 0 0 0 ° °F / p s.
a
0 0 0 _ Z
�& �� 1oSWN.E°No.3.• e .-.. o o .,5. p, o o o �ryl•• W �( �I
.- o i ' la °
76
1
Air 0
:Z o GRASS LOT ro
-$.. _.. pT, P W NEW
Sg S
F� o
� q
Tw � A
r f
0 0 0 p o °0 S B1• 1Y 2
F i• 0 0 1• W =,�>
l,pt��g7 EXISTING
: o F, ° F
F F+'1 94 SANCTUARY 0 i fi L F I ti F ,.. o o o\ 1519.28
�G _ o /•�
' ED RC
OUTFALL �� f PRE-1998 y,�� ° P1JG f F I x�
�I � M 321 AC. .. 'e ^f°. - o
° _ EOO"' ,
I
1
gTy \k
^ iF '. I.$ GRASS LOT
i^ I
-_j 1's Y'"1 h$`- FF� F -.- & —, j ^ h .. 5 .29 5 81. 17• W I r 0
%H I
EXISTING I, 'a I
SEPTIC TANK
EXISTING OFFSITE
— $ $la MULTIPURPOSE P.
.�` ASPHALT DRY AY _ - .. O� 2990,0 CFS
(13.54 AC.)
— && BUILDING . _�, . . _ y I Q) O rl
N0 co
EXISTING STORAG -`] j�� ,LI L o
n '. I I V V1
O- 34. FACILITY I
0- 11126 SF (0.78 AC. I L ,...a' ,.. .O
f' + Q- 3.11 CFS . -,:_ ..:...-_,-- � +� z � �
i
6 ICD
6TSRE ., �� � � ���-1
— I M 5.43 C SF (1.36 AC.) / I M r-I I I Z
0. 5.43 CFS 0z
W t10 (m 0) a
cu
o
. co o
I$
I _
aw �
$
F�
� � 1111nunlui
I _
' SEA L
- 17374
I SITE PLAN
- BAR SCALE 1 "= 100' %, OREGOR ,
�IIIIIIII\1
�- loo' So' o' loo' 200' 300' DESIGN DATE 09 GT
16 08
DRAWN EJB
C 0
SHEET 1 OF 1
07072