SW6071002_APPROVED PLANS_20080114

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
.li Q�IT
YYYYMMDD

F �PJ
CONSTRUCTION SEQUENCE
1) INSTALL CONSTRUCTION ENTRANCE & TEMPORARY STONE HORSESHOE
Y DYKE
/ 1 gg 6g 2) INSTALL PERIMETER SILT FENCING (DISTURBING ONLY THE AREA
Peggy H. Stewart / j NECESSARY FOR FENCE INSTALLATION)
' / j / 3) INSTALL TEMPORARY SEDIMENT PIT 11 ALONG WITH TEMPORARY
PLAT CABINET ETRACT SLIDE 126-A / \ \\'\ DIVERSION DITCHES TO THE PIT
ZONING: RA-30 ,'� Y 1� \ 4) GRADE SITE
LAND USE: VACANT �O / \ �6 ` 5) INSTALL STORMWATER DRAINS AND BOXES
A) USE PLYWOOD INLET PROTECTION FOR STORM DRAIN UNDER
// CONSTRUCTION - INSTALL AT DAYS END AND BEFORE WEEKENDS.
/ `� �I �� B) USE CATCH BASIN SEDIMENT PROTECTION (EXCAVATED DROP
INLET PROTECTION) TYPE "A" WHEN BOXES ARE BUILT AND BEFORE
�Ej G O O FINAL GRADES ARE ESTABLISHED
R Oy oP �� C) AFTER FINAL GRADES HAVE BEEN ESTABLISHED USE TEMPORARY
GRAVEL DOUGHNUT DROP INLET PROTECTION (TYPE "r FOR SEDIMENT
�O ,' o�Fs OJ / / /1 S� �. �� PROTECTION IN YARD AREAS AND USE BLOCK &GRAVEL DEVICE (TYPE
/ ti0 I cP�\ �\ "C") AROUND ENTRANCE TO CATCH BASINS IN CURB LINE UNTIL
r
PAVEMENT IS ESTABLISHED.
!POLEIY / \ 6) INSTALL WATER & SEWER DRIVES
ISLE // � `� \ 7) PLACE BASE COURSE IN DRRIVES
E YARD INLET ``` 8) SEED AND MULCH ALL AREAS AFTER CONSTRUCTION HAS ENDED
TOP=95. \ \�� (SEE SEEDING SPECIFICATIONS FOR TIME REQUIREMENTS FOR
I1,811NV=92. 1 ESTABLISHING TEMPORARY SEEDING AND PERMANENT SEEDING AND FOR
20'TREE.93. \ SEEDING RATES &TYPES.)
NOTE: TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE
I / �� NOT TO BE REMOVED WITHOUT THE APPROVAL OF N.C.D.E.N.R.
'/ \// Iw \ \ SEEDING SPECIFICATIONS
/ `� / I ) EXIS LNG \ `� `� SEEDBED PREPARATION
Allie Prince Blalock 3 BULL G \ \ THOROUGHLY CULTIVATE LAWN AREAS BY DISCING TO A DEPTH OF 6"
Z I DEED BOOK 275, PAGE 422 / �IA i/ Oy%pyi'a PROPOSED \ \\ \ AND RAKING THE SURFACE SMOOTH TO REQUIRE GRADES. APPLY
I I ZONING: RA-3D V P I ADMIN. \ \\ \ \ \ 4,000 LBS. OF AGRICULTURE LME PER ACRE AND 1,000 LBS. OF
LAND USE: RESIDENTIAL ' �jG:t' 1 10-10-10 OR EQUIVALENT FERTILIZER PER ACRE.
I I , 'GO� UNITS 2)1 )w ��
1
I • i' � \�/ `� /, _ _� - � TEMPORARY SEEDING
EX. YARD INLET .' - I - �� �� WHERE TEMPORARY SEEDING IS REQUIRED PRIOR TO SEEDING OF PERM-
Ti I �► , 9743 �X/ '/ rL Ip II I \ I \ ANENT LAWNS OR FILL SLOPES PROCEED AS FOLLOWS:
I 1, o - - OCT. 15TH-MAR. 15T SOW RYE GRAIN AT THE RATE OF 120 LBS.
r A / NV=94.. / �� ,i' L 1 co \ \ \ r 1 \\ PER ACRE.
rJl ,-10" COLUMN III _ I I` 1 \ �\ MAR. 1ST-AUG. 15TH SOW GRAIN MILLET AT THE RATE OF 40 LBS.
(TYPICAL) III II I PO - -`_f-- ---- � � -� NUTI\ AUG. 15TH-OCT. 15TH PER
RYE GRAIN AT THE RATE OF 120 LBS.
�♦ EXISTING III II POLE ��
• I ' \w Q-��'' / '/ all iii BUILDING IIII PER ACRE.
I / ♦ b / �� r qL� PROPOSED I III \ Johnny Johnson PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
I / ♦� / ti YOUTH p I \
11 �1 III l \ \ P.I.N. 0661-74-8674.000 SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE
I / /� �� 1 I MINISTRY III
IV/ ' i 'P /OJF'�'i 8"OAK 11 1 11 a \ 1. DEED BOOK 1244, PAGE 562 COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN
111// ♦ ' `�� It \ \ \ ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF
I _ r I III o \ ,\ o, ZONING: RA
—__-- II Il^I I i` \ \ \ \ \ \ ro �� LAND USE: VACANT COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
I ,' / , / ��y" / JP EX. CONCRETE WALK _ 1 II I \ \ WITHN EROSION. GROUND COVER, DEVICES, OR STRUCTURES
�FA/ SUFFICIENT
TEMPORARY ST PERMANENT GR R D S
\� / �' Ikl --- -- — II I1 II II l \ \� \� SUFFICIENT TO RESTRAIN
�j > 'Q-,' I LEN�C��QSID I� II 1 \ \ PERMANENT SEEDING
BY RR K l I IIII li I 1 \ \ \\�\ SEED PERMANENT LAWN AREAS BETWEEN MARCH 1ST TO AUGUST 15TH WITH
WAIL HULLED COMMON BERMUDA 3 LBS. PER 1,000 SQUARE FEET OR PLANT WITH ONE
RICK WALL _ II' I I \ \ \ \ \ \ OF THE SOD GRASSES SUCH AS 328 HYBRID BERMUDA OR ZOYSIAGRASS.
i I \
°Lp inl ❑PLR UNITS(3) []1 j III III\� �� SEED PERMANENT FILL SLOPE AREAS BETWEEN MARCH 1ST TO AUGUST
// ,'�'� IIII []1 SEED
III 11 \ \\` �� 15TH WITH 40 LBS. SERICEA LESPEDEZA AND 10 LBS. HULLED COMMON
BERMUDA PER ACRE
IX. YARD INLET 1 II II 1 \ \ ��
�i / IIII EXISTING 1 I I I \ \ �' ` PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER
mom v, y . , ,/ 1 roP=ss.so II l �XIS�NG C�M�T�Ri s
/ / / ` / II IW=9Z50 BUILDING 11 II l / \ \ \ 1\�� \� SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL
8 ICK II I L C / p DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
PHO 111 I I HAPEL/ADULT IIII i!I AREA \ \ \ 1 �-F \ �\ �� (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
NISTRY I DEVELOPMENT.
CHIN
IMMEDIATELY \ � FOLLOWING SEEDING, APPLY STRAW MULCH O'( SEEDED AREAS TO
A THICKNESS OF ONE INCH. PLACE STRAW MULCH UNIFORMLY IN A
LP L-- - ° L-- -----fi II l \ \ \ \ \ \ \�� �� CONTINUOUS BLANKET. ALL SLOPES LESS THAN 3:1 STEEPNESS AND All LAWN
r _-_ EX. CONCRETE WALK _T_ COVERED W AY II I , 1
\Y I / �\ i II ar` --- ---- I1 \
I T \-__-__JJ I( 46"OAK l `10" LUMN 11 IIII I 1 \ RE \ \\\ \ \` ,c
AREAS ARE TO HAVE MULCH ANCHORED BY THE USE OF A TRACTOR DRAWN
r �'��J L_ EX CONCRETE WA _REMAI�______ 1
A �� MULCH ANCHORING TOOL TO PUNCH MULCH INTO THE SOLI. P11 SLOPES 3
\ OR GREATER ARE TO HAVE ASPHALT TACK APPLIED AT THE RATE OF 225
/---(TYPI ) Ij IIII \ II l \ \ p \ `� GALLONS/ACRE APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH
EX. BRICK I �I I1 11 \ / ) ` \ AREA HAS BEEN MULCHED.
I a ecx i CO PATIO >1 1 L z 4,�, / r ,
I ��NCq -I I IX. W INLET II IIII I \ ^� "SIT" \ TEMPORARY CHANNEL ONINGS IF REQUIRED SHALL BE INS.n..LED IN AREAS AS SHOWN
B.F. B.F. /i� I I TOP=99 0 II L ry ` ON PLANS, OR AS REQUIRED TO PREVENT EROSION. 11NIf1GS ARE TO BE LEFT IN PLACE
O qk I 1 I II \ \ T THROUGHOUT PERMANENT SEEDING PROCEDURE
cj VVV E OF RA B.F 6�� I INV=97.
`' 11 lII / I I
-- - t 1 II II �I 1 \ \ \ / ( \ \\ ✓�� \ MAINTENANCE: RE -SEED AND RE -APPLY MULCHING IN P E',S TR-V 'NL TO
G EL DRIVE %'� B F :£ 1 I 1 11 I I \ I I �� �� ESTABLISH GROUND COVER. (DURING TEMPORARY AND PF SUN ENT SEEDING OPERATIONS)
- `-=t V X. EDGE OF GRAVEL _ L
D A \
ARy ryVLET
ELOCATE D p X Y RD I �T SSpI TOP= 8.B51 I /
T� 6 OAK ` O/INW9 �6 IL J D 0
PROJECT TBM L�� _-1R LOrA " T IN✓=9.0 K, �. D
60d NAIL IN s' Au a'o 99 sg j _ WABC) A `
AREA LIGHT POLE I O u. PI _ DUMPSTER \ \ \
ELEVATION=100.00 U. 2 QC-~ / \ •�
_ _
�� 1- I I �- ss I I I�6�1
DRIVE 97
--__-- I I I I� 1 \\ �,
I I I I I A- \`
^^, I Ai^ _ TEMPORARY SILT FENCE AS
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ONRYS )
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CONTRACTOR TO MAKE
CONNECTION TO EX. 2 SEWER I -i-
F.M. AT LOCATION SHOWN. v I h \— —97 / / r/ �- — .,� .�• ,8
CONTRACTOR TO INSTALL NEW 2"
CHECK VALVE & 2" GATE VALVE
IN BOX (SEE DETAIL) I G I
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II
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1
NEW EDGE OF PAVEMENT
I p TEMPORARY SEDIMENT
IIIPROTECTION TYPE "A" & B�
TYPE "B" TYP. AT ALL DROP
0 III INLETS
Cr (SEE DETAILS)
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— �-�
rIII�I
1
I EMPORARY SILT FENCE AS
I SHOWN - SEE DETAIL
I
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TEMPORARY HORSESHOE RIP RAP
I GRAVEL SILT CHECK DAM IN DITCH
'^ LINE - SEE DETAIL
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Dorothy B. Page
P.I.N. 0661-74-4089.000
DEED BOOK 1047, PAGE 436
ZONING: RA-30
LAND USE: VACANT
NQTE. LIMITS OF DISTURBED AREA AS SHOWN WITHIN THE FOLLOWING SYMBOL:
—D D D D—
TOTAL DISTURBED AREA 3.65 ACRES
VICINITY MAP
NOT TO SCALE
(NOTE: ROTATION FROM PLAT)
NOTE: INSTALL FILTER CLOTH BENEATH TEMP. CONSTRUCTION ENTRANCE
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
I �
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I
Approved Stormwat Ir\rermit Documents
Construction in accordance with these documents is
required by the stormwater mit. North Carolina
I rules require that the starmwat r system designer
Inspect during construction: c fy conformity with tf
plans and specs; and certify comKlliance with the
stormwater rules. (15A NCAC 2H VO8(j ))
Permit # /Lb Z Date
by _ NC Division Of Water Qm
Sheet x / of / Rovlslan Dete.4VP
DRAINAGE AREA PLAN
GRAPHIC SCALE
( IN FEET )
I inch = 30 ft.
ET
CHECKED BY
J.G. TEW
DATE
10-26-07
REVISIONS
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OF
Peggy H. Stewart
EX. PK
NAIL EOG�oE
8968
TRACT A
PLAT CABINET E, SLIDE 126-A \ CP / \
ZONING: RA-30
LAND USE: VACANT j_O
/Q0 CP �
�S i o \
/ Y
POLE
EX. YARD INLETTOJI
\
G� % 18'INV=92
12"INV=93.29 .
20'?REE 29
10"INV=93.25 \
V \
I •`�h� � IEXISTINGAllie Prince Blalock \
BUILDING \
DEED BOOK 275, PAGE 422Q," /� \Oypyyi'o I )a PROPOSED
Y 7 I ZONING: RA-30 'i AX /E`S' AIRUP
(� ADMIN. \
Y LAND USE: RESIDENTIAL / ` ��\ %'Co?�'�N52)i
rEXX'(A D INLET
T, 97.43
I INV=94..3�
` I� U -10" COLUMN
I Y / CID '� I / i j,' o f Ihi� (TYPICAL) 1I IIII II II UTILITY
>,- �,.�/ 1 III 11 1 EXISTING IIII II k POLE - -_
BUILDING 11I11 II �i j _
I / / IIalPROPOSED IL
wM iczi YOUTH III II / l
I `%• ,/ \\a �' / / 1i "I MINISTRY li li II�,,1i l
0 , , �'E- O , , (✓/ 8'TAK II III 1 a L
Vill
�____-___-__-__— L
EX. CONCRETE WALK
WELL
-LL �I II 11
1 II 1
ENCLOSEDI I L
Iol BY BRICK
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WPllji
11�1 II I
BRICK WALL h `__ L-4
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�l AIR UNITS(3) Iln I I
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,� ,_,��TOP=99.9D IIII IL EXISTING CE ERY
EX. PK r / 'v' ''/ IIII I INV=9Z50 BUILDING I !
�t I BRICK IIII I PROPOSED III i 1 ARE
rw MAIL�J�, PA u I NAPEVADULT II L
V l % /¢ "1-4j.
_ NISTRY 11
NATURAL AREA TO REMAIN
UNDISTURBED
1.16 acres
hI III IIII I t
/ I / 126) / / EX. CURB TO Ip
/ \ / I L -� `� L I I
------------
1 I EX. CONCRETE WALK _ - I L
BE REMOVED) T �1 COVERED WALKWAY
I� I r----- I II 1 l
\� -----
-RELEAS AI/ EX. CONCRETE WALK (TO REMA11------------ J� I( 46'OAK l 1--10 COLUMN II IIII I l
'� I Y -- -- -- -- -- -- -- -- -- II 1,.1 (TYPICAL) i 'll
F� IX. BRICK �L A i III II I
1< C0o PATIO � I I I L
��OP� L I� IX. YARD INLET II III L
E1410 A LT AR ING B.F. B.F. `Fw I TOP=99.90 II !
RAVEL INV=97.05 II IIII I
11 I II III I !
I F-1--- ----- -- _- -- -- I L
I I1 NEW 6" GRAVEL B' B.F1; io
EX. OPAVEL DRIbE PARKING &DRIVE 3"RE
I � I II i t I � NEW 4" SAN. SES'/ PVC S D 40
t w CAW
B` 1 III i ji_ J III
I I 2.0% MIN. GRADE (I' OFF GFUTU
' co jl I I I EX. -CURB TO --- ).
I I I REMOVED) EX EDGEy WALK) ` L ----
BE KITCHEN LINE IN THIS AREA)
{{J� l -___ -tom — —_ 1 L NEW 4' SAN. SEW. PVC SCD 40
BASKETBALL° 1, 0 2.0% MIN. GRADE
I cL1AL---- --EX Y RD INLE7�(RCP S YARN LET
t OLD ATE /S C\ TO 98.851
L1� 6"OAK I IX CURB TO TOP= INV= 5.5l6 I
OJECT TBM 0 L/ d �ga 8 LDATE RREELL�ATE:?) BE REMOVED) NV=9 .0 �Ei�Qb I I
d NAIL IN II JD, FIRST ao AREA LIGHT POLE I q ELEVATION=100.00 O TIME
CP Y GUEST I i� NEW 6" GRAVEL i x EX. SEPTIC TANK & NEW
o '.q PARKING PARKING ,' z PUMP TANK (TO BE r-
VALVE BOXT (BY •, g' 24' 18' /26' RELOCATED BY X. RAVEL DRIVE
\ o CO MOTOR -�_--- - -- o OWNER)_.
�X. GRAVE OR;' ,
N
D-
1514 -
N•C•5•R'.
6 R1W I
NEW 2" WATER SERVICE LINE
WITH 2" METER (TO BE
INSTALLED BY HARNETT COUNTY
I
III
FORCES TO PROPERTY LINE)
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CONTRACTOR TO MAKE
CONNECTION TO EX. 2 SEWER
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F.M. AT LOCATION SHOWN.
CONTRACTOR TO INSTALL Nt1'I 2"
:x
CHECK VALVE & 2' GATE VALVE
z m
IN BOX (SEE DETAIL)
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IX. 6" FORCE MAIN
(APPX. LOCATION) I
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(CON ROL
CORN R)j
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� 111
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II
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PARKING
4EW ASPHAI
PARKING
L.'
(PVC SDR 21
CBY
ONTRACTOR
NEW BUILDING
NEW 8" GRAVEL DRIVE
24' - HATCHED AREA;
I
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I
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NEW
X. MOBILE CLASSROOMS
FO BE RELOCATED BY OWNER)
'ROPOSED MULTIPURPOSE
WORSHIP CENTER
FF=98.00
NEW CO
ckIk[/A�,
6
Johnny Johnson
\ ` ` P.I.N. 4-8674.000
DEED BOOK OK 121244, PAGE 562
` ZONING: RA-30
? ` ` LAND USE: VACANT
\ \Ai O `
J �
VICINITY MAP
NOT TO SCALE
(NOTE: ROTATION FROM PLAT)
SITE DATA
PROPERTY OWNER
PLEASANT UNION CHRISTIAN CHURCH
2164 NEILLS CREEK ROAD
LIWNGTON, N.C. 27546
PHONE: [phone]
ZONING: RA-30
SETBACKS:
FROM - 35 FEET
SIDE - 10 FEET
REAR - 25 FEET
SIDE CORNER - 20 FEET
WATERSHED DISTRICT: WS-N PA
TOTAL PROPOSED NEW % IMPERVIOUS: 35.6%
P.I.N. 0661-74-2799.000
DEED REFERENCE: D.B. 2320, PG. 512
PROPERTY IS LOCATED IN ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS
PER FEDERAL INSURANCE RATE MAP COMMUNITY PANEL NUMBER 3720066000J, EFFECTIVE DATE OCTOBER 3, 2006
PROPERTY AREA: 263,204 sq.ft. (6.04 acres)
PROPOSED HOURS AND DAYS OF OPERATION: CHURCH HOURS
NO HAZARDOUS MATERIALS WILL BE STORED ON SITE
BUFFERS SHALL BE AS PER ARTICLE IV, SECTION 8.0 OF THE 14ARNElT COUNTY ZONING ORDINANCE
os PROPOSED SITE LIGHTING WILL BE STANDARD HEIGHT AND STANDARD WATTAGE.
NUMBER OF SEATS IN SANCTUARY: 496 SEATS
` REQUIRED PARKING: 1 SPACE PER 4 SEATS = 124 SPACES REQUIRED
W PROVIDED PARKING: 128 SPACES
AREEAA \
r � �
m � �
413 SEPTIC TANK &
TANK (PREVIOUSLY
ATED BY OWNER)
\ \\
12' X 30 ` \
GRAVEL
(6'ABC)
DUMPSTER \ EXISTING AXLE `
E P—"F —I— 7 — F \ (CONTf�OL CORNER)
I I s l GATE \
20' ACCESS
' NEW 2'PVC SDR 21 END LANDSCAPIZ-
FORCE MAIN TIMBERS ALONG EDP
Y
\D+C4nF
---A a�
ll Qjl I `101 Nk \ �� e�FFF
CHOIR SUITE
ALTERNATE
FF=98.00 — I FUTURE — —
PARKING
— — t AREA
NEW 6" N 8" — — — _ (GRASS `1 7� Q
GRAVEL GRA L DRIVE ONLY) -
HA CHED --+--- ---�
EA) I _ _ LANDSCAPE TIMBERS —
— — T ' ALONG EDP - — —
1 1
- RETENTION POND AREA
DETAIL)
(ENED EDGE WALK
jAVE Fn99
G
II
NEW 4' HOCH GREEN OR BLACK VINYL
- — — COATED CHAIN LINK FENCE W/2 EACH
—I— — 20' ACCESS GATES AS SHOWN
NUJ AYE I MtlEH ... �7
AS HALT FLUME "E" TYP a ONG EOP N 6 RAVE 20' ACCESS
BEG N LA SOAP EW 6 GRA EL - PAR ING I GATE
TIM ERS LONG (S E DEi L)
EO PA KING LANDSCAPE BUFFER
I � _ 5- _ _ _= _ _ to' SETE
JO•� I NEW AREA
682.6
S 85'32'22° W
NEW 2"PVC SDR 21 FORCE MAIN BY
CONTRACTOR FROM EX. PUMP TANK TO TIE
IN LOCATION WITH EX. 2" FORCE MAIN)
Dorothy B. Page
P.I.N. 0661-74-4089.000
II DEED BOOK 1047, PAGE 436
ZONING: RA-30
LAND USE: VACANT
1
WE
SIS
roved Stormwater Permit Documents
truction in accordance with these documents is
red by the stormwater permit, North Carolina
require that the stormwater system designer
'ct during construction• certify conformity with the
and specs; and certify compliance with the
iwater rules. ( 16A NCAC 21-1.1008 (j } )
III# 5,W60-7iIDate 0, Zoo$'
/� �' NC Division of Water Quality
t k /vf ,3 Revlelon Date �D
SITE & UTILITY PLAN
3a a GRAPHIC SCALE
5 30 60 za
( W FEET )
f inch = 30 ft.
DRAWN BY
FT
CHECKED BY
J.G. TEW
DATE
10-26-07
REVISIONS
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Sheet 1 of 3

P'A
O�
�\O�S
Peggy H. Stewart
TRACT A /
PLAT CABINET E, SLIDE 126-A
ZONING: RA-30
OF
I
CONSTRUCTION SEQUENCE
1) INSTALL CONSTRUCTION ENTRANCE & TEMPORARY STONE HORSESHOE
DYKE
2) INSTALL PERIMETER SILT FENCING (DISTURBING ONLY THE AREA
NECESSARY FOR FENCE INSTALLATION)
3) INSTALL TEMPORARY SEDIMENT PIT #t ALONG WITH TEMPORARY
DIVERSION DITCHES TO THE PIT
4) GRADE SITE
CONSTRUCTION - INSTALL AT DAYS END AND BEFORE WEEKENDS.
B) USE CATCH BASIN SEDIMENT PROTECTION (EXCAVATED DROP
INLET PROTECTION) TYPE "A" WHEN BOXES ARE BUILT AND BEFORE
FINAL GRADES ARE ESTA13USHED
o ` C) AFTER FINAL GRADES HAVE BEEN ESTABLISHED USE TEMPORARY
GRAVEL DOUGHNUT DROP INLET PROTECTION (TYPE "B") FOR SEDIMENT
PROTECTION IN YARD AREAS AND USE BLOCK & GRAVEL DEVICE (TYPE
tip I �P9 `X "C") AROUND ENTRANCE TO CATCH BASINS IN CURB LINE UNTIL
PAVEMENT IS ESTABLISHED.
6) INSTALL WATER & SEWER UTILITIES
7) PLACE BASE COURSE IN DRIVES
TO YARP=95. INLET 8) SEED AND MULCH ALL AREAS AFTER CONSTRUCTION HAS ENDED
0\`� (SEE SEEDING SPECIFICATIONS FOR TIME REQUIREMENTS FOR
18"INV=92. t \ ` \� ESTABUSHING TEMPORARY SEEDING AND PERMANENT SEEDING AND FOR
\ SEEDING RATES & TYPES.)
z=932 ` ,'� VICINITY MAP
NOTE: TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE
D. � `� ��\ NOT TO DE REMOVED WITHOUT THE APPROVAL OF N.C.D.E.N.R. NOT TO SCALE
♦ V '/ (NOTE: ROTATION FROM PLAT)
V � � SEEDING SPECIFICATIONS
II / ' \ �� / I I ( EXIS NG `� `� SEEDBED PREPARATION
Allie Prince Blalock / �` // R i I o DUIL�G \ \ THOROUGHLY CULTIVATE LAWN AREAS BY DISCING TO A DEPTH OF 6'
II DEED BOOK 275, PAGE 422 /� j ADMIN. tsQ \ \ \ \ \ \ AND RAKING THE SURFACE SMOOTH TO REQUIRE GRADES. APPLY
7 ZONING: RA-30 AIR
U' ADMIN. \ 4,000 CBS. OF AGRICULTURE LIME PER ACRE AND 1,000 CBS. OF
1 LAND USE: RESIDENTIAL UNITS 2 I 10-10-10 OR EQUIVALENT FERTILIZER PER ACRE
■ 1 O__1 TEMPORARY SEEDING
X. YARD INLYSi' ,II II �_ \ \� `� WHERE TEMPORARY SEEDING IS REQUIRED PRIOR TO SEEDING OF PERM-
'E" T 97.43 / ` �/ 11 > \ I 1 ` ANENT LAWNS OR FILL SLOPES PROCEED AS FOLLOWS:
■ I / �� 'INV-94. yX rL II II li \ \ \ \ \`� ` OCT. 15TH-MAR. 1ST SOW RYE GRAIN AT THE RATE OF 120 LBS.
G \ l PER ACRE.
-10' COLUMN 14 I \ � `\ MAR. 1ST-AUG. 151H SOW GRAIN MILLET AT THE RATE OF 40 LBS.
■ I I / , yp� / `\ j/ / /���'' a I� (TYPICAL) IIIII II I UDC' _ ---- -- - \ \ \\ PER ACRE.
/' /` / II II POLL AUG. 15TH-OCT. 15TH SOW RYE GRAIN AT THE RATE OF 120 M. O
III h EXISTING II Q"
I ' ✓ ��/ /J�� / III itvl BUILDING II I )� � -� \ \ \ �. �� PER ACRE.
■ I / C,7
� i' `� Y��P"Ij PROPOSED lilII � ` I 1 �V o/ `LTD / ' IpYOUTH II I I1 \ Jo hr 1ny JohnSonPURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS�// II �I MINISTRY III II�,I I \ \ \ ` P.I.N. 0661-74-8674.000 SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE
8'OAK DEED BOOK 1244, PAGE 562 COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN
,� --- Ir III Iro \ \ ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF
/� `, rn ZONING: RA-30
I �� /� / o----------- III ^I I L \ \ \� LAND USE. VACANT COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED 6" MIN.
EX CONCRETE WALK II I `� ` WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
Imr-LL
%------ l �11 II l` \ \ \ \ \ \ \ \ SUFFICIENT TO RESTRAIN EROSION.
-O- EN m I II P j \ \ \�\ �� \ PERMANENT SEEDING
BY RR KIII I L
hI wa.L III II I L 1 \ \ \ \ ` SEED PERMANENT LAWN AREAS BETWEEN MARCH 1ST TO AUGUST 15TH WITH
` ` HULLED COMMON BERMUDA 3 LBS. PER 1,000 SQUARE FEET OR PLAN(' WITH ONE COARSE AGGREGATE
IRK WALL I I L__ II' t \ � � OF THE SOD GRASSES SUCH AS 328 HYBRID BERMUDA OR ZOYSIA GRASS.
l -� I �' I I 1 \ \ \ \ \ �� NOT • INSTALL FILTER CLOTH BENEATH TEMP. CONSTRUCTION ENTRANCE
Z I p O AIR UNITS(3) a lI I I n I \ \ \ \ SEED PERMANENT FILL SLOPE AREAS BETWEEN MARCH 1ST TO AUGUST
❑ I II s
______�-L__L___� I III l \ \ `� �� 15TH WITH 40 LBS. SERICEA LESPEDEZA AND 10 LBS. HULLED COMMON MAINTENANCE
r--- II I t BERMUDA PER ACRE.
IX. YARD INLET EXISTING III II 1 CC C C� CY' DY°' ` �� PURSUANT TO G.S. 113E-573, PROVISIONS FOR PERMANENT GROUND COVER MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
TOP=99.90 II 1 EX I S� NG C E E E R d` ` O LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPORESSING WITH
,� INV=97.50 BUILDING I L �, \ SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL
'v' ,' i / IYi III II l / % p ^ \ 1 \By ` DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
0.05 AC. PROPOSED I L AREA \ o ` SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
P ➢O III 1 1 0.05 T. AC. HAPEL/ADULT I / / \ \ 1 "f \ ` (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
J V II I t DEVELOPMENT. OBJECTIONABLE MATERIALS SPILLED, WASHED, OR 112ACKED ONTO PUBLIC ROADWAYS.
QIO=_CFS NISTRY
Ui aTEMPORARY CONSTRUCTION ENTRANCE DETAIL
r /ULM CHIC
IMMEDIATELY FOLLOWING SEEDING, APPLY STRAW MULCIi ,-;N SEEDED AREAS TO
r i
VIA` - }I II I \ \ \ \ \ `� A THICKNESS OF ONE INCH. PLACE STRAW MULCH UNIFORMLY IN A
LP
\_, r ---- CONTINUOUS BLANKET. ALL SLOPES LESS THAN 3:1 STEEPNESS AND ALL LAWN
_-
EX. CONCRETE WALK II o
P__ -T-� COVERED WALKWAY I \ ��"�q AREAS ARE TO HAVE MULCH ANCHORED BY THE USE OF A TRACTOR DRAWN
III a ----dI l \ ` `AREAD \ \\ �� MULCH ANCHORING TOOL TO PUNCH MULCH INTO THE SOIL ALL SLOPES 3:1
/ r I��10' COLUMN 11 III 1 OR GREATER ARE TO HAVE ASPHALT TACK APPLIED AT THE RATE OF 225
r J EX. CONGnE VIAL TO REMAIN ( l
�•2- - --- I I I I�o1
(TYPICAL)
T) PICAL 11 III 1 -" ` \ � GALLONS/ACRE. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH
EX BRICK LI I` zl I III I l \`\ z A/ \� \� AREA HAS BEEN MULCHED.
PATIO TEMPORARY CHANNEL UNINGS IF REQUIRED SHALL BE INSTALLED IN AREAS AS SHOWN
I I -I"j0 NOA -I 1 EX. YARD INLET
B.F. B.F.170P=99.90 a i \ ` ON PLANS. OR AS REQUIRED TO PREVENT EROSION. LININGS ARE TO BE LEFT IN PLACE
I E�X. ED E_OF RA_L _ 'I" INV=97.05 i� III I \ \ / / % I / �T� THROUGHOUT PERMANENT SEEDING PROCEDURE
----- B.F \
I �'0
IIII-- II LI \ \1
I
\ RE -SEED AND RE -APPLY MULCHING IN Al' AREAS THAI FAIL w
I\ \ �✓ MAINTENANCE
B F <
ddENT SEEDING OPERATION
S) L DRIVE ESTABLISH GROUND COVER (DURING TEMPORARY AND " ',
EX 'DGE OF GRAVEL ` T
__ / / D \ �\ \`� NOT
TRUCBON , o I, L J `� NEW 4' HIGH GREEN OR
-t(1"RCP EX A6. hvLET / D D ALL SPOIL OR BORROW MATERIAL WHICH MAY BE NEEDED FOR THIS SITE CONDTRUCTION WILL
k Y RD I CET S ) BLACK VINYL COATED EITHER BE TAKEN TO OR BROUGHT FROM AN NCDENR APPROVED SPOIL OR BORROW SITE. NO
DETAIL /aELOCATE(� D D �`' p\ TOP= 8.85E I LEADER SCD 40 ROOF DRAIN / ` `
li 6"OAK o NEW I TOP= .8 C k v0 /QII,ry=g d6l J O `� �� CHAIN LINK FENCE W/2 SEDIMENT OR EROSION CONTROL MEASURE SHALL BE REMOVED WITHOUT NCDENR APPROVAL
w x X it .00 IN✓=9 .0 /�� �.. '1 ` LEADER ®1.00% MIN. / Q \
PROJECT TBM Li �_� ' RELOC= = ATE IprV=g5.2g e I i EACH 20' ACCESS GATES
d AI; 8 0 AS SHOWN
60d NAIL IN ,TO, gg i 9g l / (6"ABG) \ ��\ � NO WETLANDS ARE PRESENT ON SITE.
AREA LIGHT POLE I O P \,s X 995 TW 0.1E T. AC. / PI400 X DUMPSTER I \ \ \
I D \ EMERGENCY BYPASS ONSTTE SOILS AREA NoB NORFOLK SANDY LOAM
ELEVATION=100.00 _ - , Q10=0.72 CFS I_$- 93 OA T I T 9 .50 X \ ( ) NEW 6' GRAVEL I / � ELINE v ��
I _'c? PARKING 96.50
o I ., I X RAVEL DRIVE I
ml 1 96
\ _ _ ----------- 0 97
'FIJEW 33
-12"PVC I I
I I
�X GRAVE DE NEW EDGE OF PAVEMENT SC040 ® 1.00% - -
D
N- C. S.R. 1514 1=
pr Creek Road `'�•-
60' R/ W I
X
h
f
I
�
"'
CONTRACTOR TO MAKE
m
CONNECTION TO EX. 2 SEWER
I
A
F.M. AT LOCATION SHOWN.
N
CONTRACTOR TO INSTALL NEW 2"
CHECK VALVE & 2" GATE VALVE
IN BOX (SEE DETAIL)
A
=1
�
T�
v
0
f
I
I
NEW 60'-1
_
0 0.4(
I
6" FORCE MAIN j
X. LOCATION)
I
RIP RAP APRON 1
USE RIP RAP d50=6", MIN. DEPTH=18"
W1=3.75', W2=10', L=8'
NOTE INSTALL FILTER CLOTH BENEATH RIP RAP
I
'I E
I I I - >•yX � ��:
PiW.
PARKING
(ANDARD D
(SEE W-%
'\ EEW 1
iO AC.
0=2.88
LAND USE: VACANT C", /� � 5) INSTALL STORMWATER DRAINS AND BOXES
6 / / / A) USE PLYWOOD INLET PROTECTION FOR STORM DRAIN UNDER
a1
tier
/ G�11T1LTlY
/ �
I20
INV=94.95
0.06 AC.
0.18 T. AC
Q10=1.0
usY
OWNER)
NEW 12" DOWNSP UT LINE
OFF BLDG) PVC CD 40.
DAYLIGHT ATE .94.00 ON
GRAVEL PARK G AREA AS SH WN.
INSTALL RIP P ® OUTLET
PURPOSE / 1
NEW DI 3
TOP F 96.50
INV-92.98
0.06 AC.
Ae-
<.. QTG=0.36 CFS
[Elias
- HATCHED
/ - I 97,
Y%®W�©
I
CHOIR SUITE
ALTERNATE
FF=9 .00
I
6'
6'
Fol
I I I I F (ETAII r 11 � `. SWALE SEE DL)
TEMPORARY SEDIMENT STORAGE AR 1
��• DISTURBED AREA=2.6 AC.
%I j T TOTAL UPSTREAM DRAINAGE AREA=2.6 AC.
93. 0 I I I I 193.20 X ` H. °Jv TEMPORARY SILT FENCE AS REQUIRED SURFACE AREA=0.01010 WHERE
SHOWN - SEE DETAIL 010=CIA=(0.4)(7.51N/HR)(2.6AC.)=7.8 CFS
I TEND LANDSCAP II A6 0 �\1 REQUIRED SURFACE AREA 0.01(7.8CFS)(43560)=3398 SF
M ENS ALONG EDP II 'r SURFACE AREA PROVIDED-4875 SF (SHADED AREA IN FORBAY)
_ I ��. REQUIRED STORAGE 3600FT3/AC(2.6AC.) 936O FT3
1 fl I Q \\\ STORAGE PROVIDED=12,740 SF (SHADED AREA IN FORBAY)
NOTE: CLEAN SEDIMENT FROM STORAGE ZONE WHEN 50% FULL DURING
CONSTRUCTION. WHEN UPSTREAM AREAS ARE STABLE AGAINST EROSION
11 P.
�� -\ I S�AC/f •�• afi AND
PIT, ONS� PERMANBEEN BENT GRADES ASANED FROM CSHOWN REMOVE
PLANS, AND
i,i- - -\ J- ` I �• SEED ALL DISTURBED AREAS AS PER PROJECT SEEDING SPECS.
- - - �
FUTU E - u \ I \ \ \ �B
Approved Stormwater Permit Documents
PA ING fl I ffs \ Construction in accordance with these documents is
A A - - 1 I ��� required by the stormwater permit. North Carolina
B rules re ire that h stormw r
PA55 1 S q at the ate system designer
)7
- A - J I 9 . Inspect during construction; certify conformity with the
ONLY) - - 3 * P
plans ands ecs, and certify compliance with the
mwater rules. I NCAC 2H .1008 Q) )
- - SPOIL AREA Dale / /�f 200 b(
FILTER Zb& Division of Wafer Quality
LANDSCAPE TIMBE Revision Dafe O 9
ALONG EDP -'�,. ,y {� 1I -84
13' LEVEL SPREADER
- - I- - NEW CB 1 _{ 4.•, \ I I RIP RAP APRON 5
TOP 86. 01.00 A # / } I I I I •1 USE RIP WRAP 2 L 10 Mlfy DEPTH=78"
,J ) 1 I I I I( NOTE: INSTALL FILTER CLOffH BENEATH RIP RAP
EWPARKN�G L Q 0=4.O�CFS NEW 6" DIP DRAIN PIPE 010.0%
F
NEW JB \
TOP=85.50 \
INV=84.50
NV=94.51 g5 `J e w TEMPORARY RIP RAP STRUCTURE (SEE DETAIL)
1 3p, 95 94o P HORSESHOE BERM
�- o PERMANENT RIP RAP APRON 3
93 92 / RIP RAP SLOPES USE RIP �=d50=6_,MIN. DEPTH=18" (SEE DETAIL)
92 NNEW68'-15"RCP05.15% 13GRADING7 DRAINAGE7 AND
�I I 93 94 RIP RAP SWALE "B" HIGH INV=89.00 (SEE DETAIL) INSTALL FILTER CLOTH BENEATH RIP RAP
93 (SEE DETAIL) LOW INV=85.50 TEMPORARY SILT FENCE AS
"A" (SEE DETAIL) EROSION CONTROL PLAN
SHOWN -SEE DETAIL PERMANENT RIP RAP APRON 4
i USE RIP RAP 60=6", MIN. DEPTH=18"
I SHOWN�SSILT EE DEFENCYE AS (SEE DETAIL) 9a/ / / WI=4.5', W2=10', L=7' GRAPHIC SCALE
Dorothy B. Page INSTALL FILTER CLOTH BENEATH RIP RAP
I ao o is ao so
PERMANENT RIP RAP APRON 2
II �` \TEMPORARY HORSESHOE RIP RAP / USE RIP RAP d50=6", MIN. DEPTH=18" P.I.N.0667-74-4089.000
GRAVEL SILT CHECK DAM IN DITCH W1=6', W2=12', L=10' DEED BOOK 1047, PAGE 436
I NOTE: UMRS OF DISTURBED AREA AS SHOWN WITHIN THE FOLLOWING SYMBOL I-
LINE - SEE DETAIL INSTALL FILTER CLOTH BENEATH RIP RAP ZONING: RA-30
LAND USE: VACANT D D D D ( IN FEET )
TOTAL DISTURBED AREA: 3.65 ACRES 1 inch = 30 ft.
DRAWN BY'
FF
CHECKED BY
J.G. TEW
DATE
10-26-07
REVISIONS
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Sheet 2 of 3

PIPE OUTLET TOWELL-DEFINE
ANN D 10:1 VEGETATIVE SHELF 10:1 VEGETATIVE SHELF
TOP BANK OR ROAD A A NOTES (PLANT W/ EMERGENT (PLANT W/ EMERGENT
RIP -RAP ON SLOPE
#57 GRADED STONE FILTER SHOULDER �.SI �;, 1 L is the len th of the n ra a ran. RUSH 018° O.C.) RUSH 918' O.C.)
USE RIP -RAP d50=6" � 9 P P
LEAVE 5' WEIR OPENING ON UPSTREAM END I_ _ MAa• (See GRADE plans for dimension. ELEV=88,00 ELEV.=88.00
_ ,18" MIN. DEPTH=18'
6j III- ) 12" © bu� not tamest the maxim stone
to epldiameter 31I S(Opf TEMP. POOL(ELEV=86.03 _ _ _ _ TEMP. POOL ELEV.=86.03 _ _ 3:1 SLOPE
PLAN VIEWlesPERM. POOL(ELEV.=85.50) PERM. POOL(ELEV.=85.50)
_III- min. Q Ina well-defined channel extend the apron
SMOOTH FOUNDATION ELEV.=86.00 J�T Op6 ELEV.=86.00 ELEV.=86.00
'?..r; •-FLOW UNDER FILTER -� - _ _ up the channel banks to an elevation of 6" S(OPf 3.A SV- 3.f OpE
l ELEV.=85.00 ELEV.=85.00 Sit 5� ELEV.=85.00
n �'•`:` I III --III- 18" MIN. above the maximum tailwater depth or to the FLOOR ELEV.(FORBAY) 0jf 3:A
r - �� II = j top of the bank, whichever is less.(See GRADE plan) ELEV.=85.00
_ FILTER FABRIC � � =80.00
L ® Filter fabric should be installed between the FLOOR
l1—III-III_III-III" SURGE PILE STONE OR NCSA r ra and soil foundation.
�� NO. R-2 OR R-3 STONE. Ir
KEYWAY AT TO - .III- 1- p P
OF SLOPE D NOTE: ON THE TOPS OF BERMS AND ON THE EXTERIOR SLOPES OF
(AVG. SIZE 3') = RETENTION POND CROSS SECTION A — A CONTAINMENT BERMS, MAINTAIN TURF GRASS (CEMIPEDE) IN ACCESS AREAS
RIP -RAP SLOPE PROTECTION SECTION AA FILTER FABRIC
MAINTENANCE
SECTION OF HORSESHOE RIP RAP J GRAVEL SILT CHECK DAM NOTE: USE JUTE NET AS
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (¢' OR TEMP. SWALE UNER . .
GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE 2•
RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. 3 3' 4' }' 2'-0" SQUARE PRECAST CONCRETE PROTECTION RING
PLACE STONE BY RIP -RAP APRON DETAIL 2 -
HAND. DO NOT DUMP TOP BANK/ROAD SHOULDER
& LEAVE UNSHAPED
#57 GRADED STONE FILTER
OVER NCSA NO. R-2 OR
;,,_
SEE SECTION ��^;„„ R-3 RIP -RAP.
V" DITCH
2h 3h
MAINTENANCE
/ SEED AS PER L 1�1 FINISHED GRADE
J I. \ � ....: .'�`, r---- •'%'!.: h..
2" SF9.5A ASPHALT PROJECT SPECS. 2 3 1' 3 ;;::i;y, ;:,. o-,. I ll'+.'• ?.
SURFACE COURSE MAINTENANCE 3000 PSI
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS-UNED CHANNELS AFTER EVERY RAINFALL �,- CONIC. SLAB
TOP ELEV.=84.80 AFTER GRASS IS ESTABUSHED, PERIODICALLY CHECK THE CHANNEL CHECK IT AFTER EVERY USE FILTER o 0 0 0 0 0
8" INV.=84.50 HEAVY RAINFALL NEALT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT VI CLOTH BENEATH
CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE USE RIP RAP d50=6",
LEVEL SPREADER LIP OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATION TO MAINTAIN RIP RAP MIN. DEPTH=18" 3-0"t 21' TOTAL ADJUSTMENT
3" LAYER OF THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT " "
#57 STONE ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL RIP RAP SWALE B 2" MIN.
SWALE "A"
N.T.S.
6" ABC STONE N.T.S.
3 FT. WIDE STRIP NOTE: USE JUTE NET AS 5 VALVE OPERATOR NUT
RIP RAP APRON TEMP. SWALE LINER LI
-°e OF FILTER FABRIC VALVE BOX
0 PIPE OUTLET ?'
APPROPRIATELY SIZED
CONCRETE FOOTER ',
2' 2' 3
p 3
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (¢- OR LEVEL SPREADER SIDEVIEW DIAGRAM SEED AS PER ___� T L TYPICAL VALVE BOX DETAIL
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, UMBS, OR STANDARD DUTY ASPHALT PAVEMENT PROJECT SPECS. 2
OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. o
�6 MAINTENANCE
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM EROSION FROM HIGH USE FILTER i DURING THE ESTABLISHMENT PERIOD, CHECK GRASS-UNED CHANNELS AFTER EVERY RAINFALL
FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT o AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL: CHECK IT AFTER EVERY
EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING Excavated area as required) RIP RAP CLOTH BENEATH USE RIP RAP d50=6 HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO
A PROTECTIVE RIPRIP LINER IN THAT PORTION OF THE CHANNEL MIN. DEF'TFI=18" CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE
OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATION TO MAINTAIN 2'-0° SQ.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO _ _ _ RIP RAP SWAM "C" THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT RECESSED 4- CLEANOUT
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND Side Slope 2:1 - N.T.S. ALL TIMES, SINCE FT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL PLUG ON GRADE
—� _
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS III O "':;,;,SWALE "D" _
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. III, —III ":•:'.:::': :::;.'.'. _ _ _ Accumulated N.T.S. CONIC. PAD ?"6
-'. O—� r. •.,.,.—III sediment
HORSESHOE RIP RAP GRAVEL SILT CHECK DAM Weep Holes
oO = O _ I— I -
dewotering —III—I I I- Gravel supported by 1 1
HORSESHOE RIP RAP WEIR �-Excavated depth, — hardware cloth to allow 7'
drainage and anent. 6' 3 ELEV=8703 3
USE CLASS B RIP RAP min. 1'-max 2'
beiow to of inlet — �. sediment movement. ( L WYE FITTING
_ �) •...`..... ;,..... r.:',: ,',.' ...,., _ _ TOP ASPHALT CURB SEED AS PER
PROJECT
2 ) WATER FLOW — — — — —III 6 „ FL ASPHALT MAINTENANCE 20
DIRECTION
IPE ; 6: `. _ DURING THE ESTABUSHMENT PERIOD, CHECK GRASS-UNED CHANNELS AFTER EVERY RAINFALL
i i AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL CHECK IT AFTER EVERY
STONE BENEATH �. i , y> HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO
SEDIMENT STORAGE ZONE PIPE AS SHOWN Construction Specifications \ i , Ca CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE CLEANOUT DETAIL
PIPE INV. F� ASPHALT SWALE "E" OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATION TO MAINTAIN
1. Clear the area of all debris that might hinder exaction and disposal of soil. �� \ \ \ \ \;\>!
2. Grade the approach to the inlet uniformly. ply ..'"' THE DESIGNED CARRYING E PRIMARY
KEEP THE GRASS I11 A HEALTHY, VIGOROUS CONDITION AT
i" i TINT I I THE PRI EROSION PR C N FOR THE CHANNEL
PP Y "`, , , , ,. i i ALL ES, SINCE IT S E MART ERGS 0 OTE TIO E C EL
TEMPORARY HORSESHOE BERM 3. Protect weep holes by gravel.
4. When the contributing drainage area has been permanently stabilized, seal \��� ��� ". i i %� EMERGENCY BY-PASS SWALE "F"
�����...... „iii. N.T.S.
weep holes, fill the basin rrth stable soil to final grading elevations, compact it •.: � ,�'' ,.,, i i i i i
properly, and stabilize. ,������...`\ •
WIDTH VARIES .����:::::
Maintenance ..t°iZ R
JUMBO METER BOX
i" TYP. .•••.. i ":.. ?z• .:::���\��� WITH STEEL LID
CONCRETE SIDEWALK Inspect, clean, and properly maintain the excavated basin after every storm:••^ ...��
until the contributin draina a area has been ermanentl stabilized. To ' \ \ \ \ \
. provide satisfactory basin e4icencv, remove sediment when the volume of the
SEE GRADE PLAN < basin has been reduced by me -halt. Spread all excavated material evenly over
'• , " the surrounding land area :.r stockpile and stabilize it appropriately.;<p
COMPACTED SUBGRADE
N T PROVIDE ALUMINUM TOP GRATE WITH LARGEST
_ OPENING DIMENSION EQUAL TO 4". ALUMINUM GRATE 2" GATE VALVE 2" CLEAR BODY INSIDE
ASPHALT PAVEMENT & BASE COURSE 4'PVC SCREW 1' IS TO BE 4' X 4' DIMENSION WITH ALUMINUM FRAME WYE CHECK VALVE
EXCAVATED DROP INLET PROTECTION (TEMPORARY PRECAST INTO CONCRETE TOP
THICKENED EDGE WALK DETAIL TYPE "A" SEDIMENT PROTECTION) TYPE PLUG
/4� ALUMINUM ANITI VORTEX PLATE O�pE
HOLES SET F FANASN
DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES DEWATERING TEMPORARY POOL ELEV.=TOP OF BOX ELEV.=86.03
WITH A DIAMETER OF NOMINAL 0.9 IN (23 MM), A HEIGHT OF NOMINAL - PERMANENT POOL ELEV.=85.50 _ _ _ _ _ _ _ _ _ _ _ - _ 1TO EX. 6' FORCE MAIN FROM PROPOSED NEW PUMP
0.2 IN (5 MM) AND A CENTER-TO-CENEfR SPACING OF NOMINAL 2.35 4"PVC TEE STATION INSIDE PROJECT
IN (60 MM) AND SHALL CONTRAST VISUALLY WITH ADJOINING 'y
5' T E. SURFACES, EITHER LIGM-ON-DARK, OR DARK -ON -LIGHT. �. . .714..M�•. 12" 4 PVC SLABBED
BOTTOM TEE INTO BOX VALVE ASSEMBLY DETAIL
r; CONCRETE _ 7 �: • ELEV.=84.50 -�� NEW @ 0. OUTLET
,,, NCRWALTHE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL �; 4' % 4' LD. PRECAST PIPE ®0.0%
ro PART OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON SLOPE'': '.. l-II STRUCTURE WITH 6 EXTENDED INV. OUT=84.50
1:12 SLOPE 1:12 SLOPE INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING '� 4'PVC CAP W 1-1 2" 6" TYP. BASE AS SHOWN
SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT. HOLE DRILLED FLOOR ELEV.=83.50
�i GENERAL NOTES:
J— Y IF A WALK CROSSES oR ADJOINS A VEHICULAR WAY, AND THE WALKING �_ PERMANENT RETENTION POND PRINCIPAL SPILLWAY STRUCTURE 8
6' 4' 6' SURFACES ARE NOT SEPARATED BY CURBS, RA.LINGS, OR OTHER J 1. CATCH BASIN SPECIFICATIONS CONFORM TO LATEST
ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS,
AST
ACCESSIBLE RAMP DETAIL THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A - E C-913 SPECS FOR "REINFORCED CONCRETE
WATER & WASTEWATER STRUCTURES".
CONTINUOUS DETECTABLE WARNING WHICH IS 33 IN (915 MM) WIDE. A A 2. CONCRETE COMPRESSIVE STRENGTH 4000 PSI
�_
2:1 SLOPE, GRAVEL MINIMUM.
3.ALL STEEL REINFORCING CONFORMS TO ASTM A615 FOR
BLANKET OF WASHED GRADE 400.WELDED WIRE FABRIC CONFORMS TO ASTM A85.
STONE 4. ONE POUR MONOLITHIC BASE SECTION.
5. STEPS REQUIRED ON CATCH BASINS OVER 4'-0" IN
TEMPORARY SEDIMENT POOL DEPTH. STEEL REINFORCED COPOLYMER
POLYPROPYLENE PLASTIC STEPS CONFORM TO LATEST
NOTES: ASTM C478 SPECIFICATIONS IN BOTH MATERIAL AND
1) TOTAL DRAINAGE AREA FLOWING -0 SILT FENCE DESIGN.
12 GAUGE 4° % 4" OR 2" X 4" WELDED WIRE HOOKED 6. FRAME AND GRATE AS PER JOB SPECIFICATIONS TO
MAY NOT EXCEED 1 ACRE. 2:1 SLOPE 3: OR
ONTO PREFORMED CHANNELS ON METAL POSTS. 2) SILT FENCES SHOULD NOT BE LIED AT PIPE OUTLETS 1' MIN. WI MESH OPTIONAL BE PROVIDED BY CONTRACTOR AND TO BE ADJUSTED
OR IN AREAS OF CONCENTRATED FLOW (CREEKS, 2 1' NOTE: NOTATION X MEANS B AND INSTALLED AT JOBSITE.
ULTRAVIOLET RESISTANT (BLACK) MIRIFl FABRIC DITCHUNES, SWALES, ETC.) TOP OF GRATE AND FRAME SEE NOTE BELOW 7. JOINTS SHALL 8E SEALED WITH A FLEXIBLE SBUTYL
PECIFICATIONS
OR EQUILAVENT SECURED TO WIRE W METAL FLUSH WITH ASPHALT VARIES RUBBER BASED CONFORMING TO FEDERAL SPECIFICATIONS
/ SS-S-2IA,AASH TO M-198, TYPE B-BUTYL RUBBER
CLIPS OR WIRE AT 8" Off CENTER. MPX FINE GRAVEL FACE AND OVER STEPS. G o 0 B 8. MAXIMUM DEPTH TO TOP OF BOTTOM SLAB SHALL
8 , BE LIMITED TO 15'-0- (4.5M) PER 840.45.
(1' MIN THICKNESS) 3' STONE NOTES: FINISH GRATE PIE PLAN VIEW
ALL BASINS OVER S-6' VERIFY ALL PIPE SIZES AND LOCATIONS
MAX. SEDIMENT STORAGE LEVEL. REMOVE DEPTH SHALL BE PROVIDED A A
SEDIMENT WHEN THIS LEVEL IS REACHED _SILT FENCE MAINTENANCE WITH STEPS V-2" O.C. X I I FRAME & GRATE W/ HOOD
OR AS DIRECTED BY CONSERVATION INSPECTOR
SHEET DRAINAGE(ONLY) INSPECT THE BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED ' ''" INLET
EXPOSED CONCRETE CORNERS B PIPE Approved Stor ter Permit cuments
�?11
REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS SHALL BE CHAMFERED o � EConsiructbn in acc r nce with the a xuments is
�MOTAR JOINTS SHALL BE z � o RISER SECTIONS:required by the star . ater permit. h Carolina
FLOW OF HZO WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS 1/2" '- 1/8" w `� 4X4 W4.W4 WWFrubs require that th ormwater sy Q dasgner
AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED � w ' Inspect during cons Lion: certify rmity with the
AREA 70 PROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS •< rn E plus {4's ®8' OCHOR plans and specs; a ertify compli a with the
ROW ALL EXPOSED JOINTS SFW1 ° I L B oo (13's ®200mm OCHORktormwater rules. (_ NCAC 2H .1 (j )
SHEET DRAINAGE(ONLY) AROUND THE INLET. BE CONCAVE TOOLED 6' "r ''
- TO INCREtSE STORAGE CAPACITY AND N DEWEY BROS. PLAN Permit . / ,
PROLONG THE LIFE OF THE SILT FENCE, NTS by 14"iv' ' of Water Quality o
-- — IT IS GENWLLY ADVISABLE TO DIG A SECTION B-B CH-BN-23 F o SEE NOTE 7 - z
— TEMPORARY GRAVEL DOUGHNUT DROP INLET PROTECTION JUMBO BRICK, PRECAST CONCRETE, NT5 OR APPROVED O e i3evlelo
— _ NATURAL GRADE SEDIMENT PH IN FROM OF SILT FENCE EQUAL FLUSH E w
n n AND/OR PRECAST SEGMENTAL CONCRETE 4X4 W4xW4 WWF LAP WWF w
wHENEVE= PcssIBLE. /TYPE B SEDIMENT PROTECTION FLOWLINE a E
Ii1:1 =I� \ ) BLOCKS MAY BE USED TD CONSTRUCT z o 150mm ONTO BARS.) ''
III BASINS IN LIEU OF CLAY BRICKS. WITH FINISH N o_ "
CARRY APPROX. 12° OF FABRIC INTO TRENCH, COVER O
z - - INSTALL AFTER REMOVAL OF TYPE "A" SEDIMENT PROTECTION FOR WALLS 8'-0" IN HEIGHT OR GRADE. o
W/ SOIL &TAMP BACKFILL N E O i•.
LESS USE 8" WALL.FOR WALLS OVER
CARRY 6" OF WIRE INTO TRENCH. TRENCH UPSTREAM END 8'-0" IN HEIGHT USE 12" WALL FROM X o
METAL POSTS AT 8' O.C. MAX OF STORM DRAIN BOTTOM TO 6'-0" FROM TOP OF WALL o A z SEE NOTES
III -I,_ AND USE 8" WALL FOR THE REMAINING 6'-0" 11 ; t /3 & #4
INVERTS SHALL BE SHAPED TO FORM A SMOOTH,REGULAR .,... '..'.:•�
MAINTENANCE SURFACE,SLOPED TO PREVENT SEDIMENTATION. I5 0 12' (#16 0 300mm)
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY. OVERFLOW 6" [150mrn - E1Y, 1" (25mm)
it "'d TYP. COVER.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.°""'a R i 2'-2" 650mm 150mm TYP
.,-^'•^'' `` BOTTOM SLAB TO BE REINFORCED WITH 5 REBARS SECTION A -A [ [
;'�-i:ti •r '.� •n•'Y: 1/3 PIPE DIAMETER # MS 6° 150mm TYP. '-0" 900mm
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NECXT RAIN AND TO REDUCE 'i�l'a:'p�5-e" ® 12" O.C.EW ® 3" CLEAR FROM BOTTOM OF SLAB 6"TYP, [ [ )
°s�":'-.�-�`+% '' CONCRETE TRANSITION AND #5 REBARS @70CEWEF AND 1 1/2" CLEAR FROM TOP OF SLAB.
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. <<.;`;;jy ;?;; '
TOP SLAB IS TO BE REINFORCED
SECTION VIEW A —A SECTION VIEW B—B
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEOPSITS AND BRING THE AREA TO GRADE AND STABIUZE IT AFTER ..;};�, +„-, tS;Y,;4„ el USING #4 REBARS BOTTOM
E.W.
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLT STABILIZED. `^ •. A 1/#4 CLEAR FROM BOTTOM OF SLAB
AND #4 REBARS 0t2"OCEW ®1-1 /2" NOTE: SEE PLANS FOR DIMENSIONS OF
FROM TOP OF SLAB OIi X REQUIRED.
SILT FENCE DETAIL `\ CAST OPENING OVER PROPOSED STEPS.
BURY BOTTOM `-3/4' EXTERIOR PLYWOOD 2'-2" X 3'-0" Precast DOT 840.02(01) Catch Basin
-NO SCALE -
of PLYWOOD STANDARD BRICK DROP INLET
PLYWOOD INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION MS.
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DRAWL BY
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CHECKED BY
J.G. TEW
DATE
10-26-07
REVISIONS
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