SW7070616_APPROVED PLANS_20070802

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWQlttM
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
CW7 /A
YYYYMMDD

I`
O
O
O E
v
n uo
Lo
00 % O
rn
c
X O
0000 N
Co
C (V
� T _
x
1308
LEGEND
2
1311
EIP =
EXISTING IRON PIPE
1385
EIR =
EXISTING IRON ROD
'tea
1384
EIA =
EXISTING IRON AXLE
1386
NIP =
NEW IRON PIPE SET
1308
r
1
+�
EPK =
EXISTING PARKER KALON NAIL
1�310
NPK =
NEW PARKER KALON NAIL
iRRS
=
RAILROAD SPIKE
N&C =
NAIL AND CAP
+
NPS -
NO POINT SET OR FOUND
130
ECM -
EXISTING CONCRETE MONUMENT
1380
NCM =
NEW CONCRETE MONUMENT
R/W =
RIGHT-OF-WAY
o
b
V =
CENTERLINE
N
CC =
CONTROL CORNER
1360
1379
MBL =
MINIMUM BUILDING LINE
�1387
UT =
UNDERGROUND TELEPHONE LINE
UE =
UNDERGROUND ELECTRIC LINE
1316
1315
W =
EXISTING WATER LINE
RCP =
REINFORCED CONCRETE PIPE
P =
EXISTING PINE TREE
PTS =
EXISTING PINE TREE STUMP
WM =
EXISTING WATER METER
CLF =
CHAIN LINK FENCE
WDF =
EXISTING WOOD FENCE
CD =
EXISTING CEDAR TREE
RD =
EXISTING ROOF DRAIN PIPE
mn=
EXISTING CONCRETE
+9.14
9.64 __ -Y•i68
81
___ 9.20�
8.75 10.05 - 9.
+T64
884 ---
__ __ U7---��-UT- --
+a86 / +9.04 +9.35
+ae2 +8.7.�-9 ---- +9.47 -12
9.14 a85 • "P N 'O6"E .
3%"Elp a*5�55- 300.1.5
["hf 424'P 1 965 owi-----_--
PROPOSED I \
ADDITIONAL IMPERVIOUS AREA \
LINDSEY W. KEECH, HEIRS
DB 814 PG 945
2" x 3" ECCENTRIC INCREASOR
3" PLUG, PVC
z
0
rn
5
T w
t �
3" x 1/2' SERVIC N
SADDLE AND 1/2"
CORPORATION STOP I
a
NITRIFICATION
PIPING ON CONTOUR
PUMP TANK NO. 1 N.T.S.
SHALL BE SIMPLEX PUMP BASIN QELINIATION
CAPTUCtEdY INFILTRATION BASIN) z
PROPOSED POINT # 1 POINT # 2 Li a
TEMPORARY CONSTRUCTION ENTRANCE GPS - NGS OPUS CONTROL POINT NCSR 1309 - CHRIS11AN 1`*RACE CAMP ROAD GPS - NGS OPUS CONTROL POINT m
PROPOSED 8" SPIKE FOUND Z
1,200 GALLON N= 649386.437445 (60' R/W - 18' ASPHALT) 8" SPIKE FOUND Z
SEWAGE PUMP E=2593081.345979 N= 649714.4190725 tp w n
N0. 1 ELEVATION= 13.16' (NAVD88) PROPOSED E=2593463.7861592 u) LL C2 n N
NAD 83 4 EA 95 LF N DVA8 IO = 16.72' (NAVD88)NITRIFICATIW J LLO s Z w m
t3.16 ,3.oa N49'23'01"E 503.82' ON LINE N I,.,, w o
1- W----- W--- W------W------ --W--- -- ---- - ------ --- - ta7 U-im Q,-. o',
____________ / _______-____________ ___-_ __ L______+ /538-W------W------W------W--- t0 2
'+14.71 ------�._-_...-z-=_15 -----}- ------- ----------- + ILaat,
110.871 ( 1201 13.40 1 Ofi 15.85�____-____________i-18.33________16. �j mo -�
1
0
.15.47
0.02 f0.85 - _ _ _-11.29_ \ \ 13.26 �7s� ' 7 _-__ ____ _ _ 6� -+16 - 16.48 - _r C O LL
__ , ,eea„e -__,p_ �__ _,T ,,,. } _ ___ ____a.�_ _ ____ 14.80 - ie 21 15.92 - 18.78 C
fc-- a ---� --UT-T--UT- UT • _. UT 343-�---�+____ _-___ _______ _ _ __� _ _ ____ ___ _ __15.55\ \.27 18.13 �16--- 97
____• Sg,t eP.�j AVEL�' / I:� 13--_ �I _ _ _ __ -+ y �_+-1-$-8$\. -$, �.�_____
_ //o
�` �y' U)
8 89 / GRAVEL 12 ' =. _ i'1 47 I \ +1254 x ___ _�_ _ _ _ ___ts-__ _ ___ __ _ _ _ ,1 d
- - 727�� +133.3 - - - -- 1;.14.4g +F _____ ___ _____ __ ____ __________ 15•RC �� -- --' 12_Rr<P __- __ ___-
„a a ,4'10.53 / I r- _ ... 12.7L--Gr - GR +1430 +14.24 +14.55 14.38; ---3.14.38 _-c*14.47
NPS N50'04'54"E \ 29 f2.67/-_ 13�-. ,-- \ 13.57 +1xs3 . ------ ---- -- -- + 115Q�3'S4 - _ to _ - ✓14.49
•• +10.6 ,( I 1 2Q.0j� ___- _____ _ i _ 414.76 NPS #1#:$Srs�a- --15- -- - N50'16'47"E +ts.6a - `� 3 ' w ---_-�5- --- S
e , •. +12 265-p7 ° 69 4'RD' 1
i 0.69 24'P •RD\ , . :9G1?,;ii i _-- ----- 1 IL 5.50�- 1 90 3' W
18'P :... L t 'f3.{18' / • .4T' - / �3] i' \ N
1 ,6 i
SPOT 11 69 5.77 15.49 15.44 15_88 15. 5.73, ' 15.5.3 --(f'14.9i _ iO -� - C
. 18�
,ese87. - LIGHT _ _ 1_. 9 . L
--� 15.88 4' t I
.F__ _______ _ _____ ___7561- 17---- 17.07
__�_
- 15.3 ' +17.3 _ \ +16.91 CLF 17.50 .�
FREPAIRI WpF- ; }7 69+ 6.6 \ AREA c
u.54 # +1 O PROPOSED PROPOSED I \ W
�A�-------------t1152 ` 3" SDR 21, 200 PSI I c A 1 / / \ /�� M'-N
_ 1,600 GALLON I I , f w w !, C w •-' N
Pall.11 83 - '!' _ �'�i„ T - SEPTIC TANK FORCE MAIN I '� I %� N N REPAIR \ / \ C v
+tossso � _ 1 � = CLF
I �? 5.83 EXISTING PROPOSED 1 \ / u •- m ro cb
1 I 11 5 = Ta"1" _ - 15.afi 1 I I I AREA s N ��
//��_ METAL BUILDING 2 EA 3" 90 75.66 I i O 5 `m r
7 "OB ' 1 _ - 4- +1 ,�.::: "8.02 +17.59 17.2 1-- 2 m Z'�
1 11 _ 15.87 - 98 i 1 I i 8.CD 18.78 Q p N
AA1 t�E -�- I +17.72 I O o 0>
_ fiAki'F. 1 70 T I i z4"P I LL Z o-
1 GR i 17.83 zaP \ W Kva Es
3.13.11T348- 1 I �, w w PROPOSE O m a aJ
1 3a1 I' _ CAPROPOSED
�t o6 I 11.50 - �T ... i CONCRETE BETWEEN BUILDINGS I CLFN
N 3" PRESS RE 36'P 11 N I -. JOHN W. BROWN, JRt0.7a ;Oi MANIFOLDDB 1022PG 231
115 88 15 92 1 / 1 +I7.2 +17.72\8 P \._f3#5.07_-_..r 15!89 1 1 \ ail I I - _ _'f#3k:. -:._ 1- - \ SER,�+, / 24 1 16.71
11.18 + I I - $69 f 4 u 3. F -- . t .'. CL 16.23 . -t6 s . 7 / 24•P / \ 1� twf
/ EXISTING 1 GR G 15r - ;b 1 :e q +16.37 I f`;'j n I PROPOSED
/ I 1 METAL BUILDING i _ -z.74 28 +1 70. ti,1 V k �'r i1i .b r'- S ; 1`,I /�`Nt31 \ Y•.✓ L+ .92 \ ( 5 EA 95 LF
1a76 1 - - ! GRAVEL : ' .,.. '. 1^ �gt> ..,y•/,+t(+,it-,,,i.•, i:' •.f , -- ( \ 32•P P NITRIFICATION LINE a 3
/ 1 MACHINE SHOP 1 1 - S4 ! w ., ¢ b C'r-,% �.b .• i \ l �`'+� \ N
11.3 I I 11.55 11.35I j4 �.;1` }..,•. ;.f:1 •':': �.` 8 i.71i¢'14i7 ': 'y. ,. r8 +1 �I.46.fi7 �_-- l72AVF1--I-17.9�'� -�� } e {4.P d` I M \
FF ELEV = 11.72' -t / f$ i ; .::.Pt'` ? iwr
\ I ! ':+ 3:8.i♦ j= , 4 ..-,1iT, :10 ' :'=.-i.� e` • Y! .k{1"7. ..; - / +R.30- - _
_ _ 7.2aN5103'56"E 305.65 1'EIP --_ AVEL \\ 'r z4 M \ i 4 - _` - ns9 1 .97
{.71; .'Y, t.. t`s.48:: .' • r\ f .+r \ WDF 18 + / IX 19 W ai al I rl 0:
er s . PROPOSED + 7. \ + 7.0 �/ Its PROPOSED
2" PVC, 5DR 2 200
s`-�--a - - - WDF ,'� \ I3 PRESSURE MANIFOLD q p y p m
----- Y_-_� -- -----� - I t + /� •. \ PSI FORCE MAI -1
-----$Z _
1 i ",__• - ---+-------- -----e -_ \\ 1n.7� PROPOSED
11 l 4.ea - - AREAS
7_
- +sao--- J '~ - - --- --
I N
TANK \ 1 - - - - -
1 •- 1
1 � . T� CLF �
' � I ,1 � I 1 3 1 f P 1 �85 � t �' � " 2-98' \ X x 18 30 •0
x
1\' WATER EDGE MARCH 1. 2007 \� �� \ n.z61 - t e 'E'"i efi CL t6. a 05 ------------------- o° m m
\ \ 1 3 .'. 1 1 5• - F 1 $51'D 8"W 18.49 C p p ED p
I - sv a t IYa"EIP i kl 00
3. n :- \ PROPOSED PROPOSED o
I 4 , ,y� CLF- -1,600 GALLON SEWER 2 EA 4" 45• BEND, PVC ; a 3 wo
11 \ 10.64 'I-10.fi5 _ _�_ _ _ _ _ _ _ 11-47 I + - ;1, 'd a m m a o_
11.03 / PUMP TANK NO. 2 ao
'6 \\ \ p O (=il U a
A T K ., . '1 6. \ PROPOSED
800 SEDLON m a
a-93 \ 11.14 I I , , , p• u
11 {{tl \ +to-6a I r I 1 3 .. SEPTIC TANK x t a o
Z PROPOSED \\\\ \ I 10.06 10.66 11.571 istd ,t PROPOSED o I
CLASS I RIP RAP FROM SPILLWAY DOWN •\ \ 1 1 I �f 1_z _ _ + 1 - t,� ts.76 36 LF 4" STEEL CASING 1y 3 U SLOPE OF POND TO ELEVATION 7.5 si •11 � 1 04
aGRA
n
' \\ EXISTING POND
io ` I;i I O
i°• �I�\1 i / �1 I 1, \ - ;;: i ':' Ip WILLIAM H. BRADDY, JR. o a Z w i N
3 I y 1�.i PROPOSED 2" x 3" ECCENTRIC INCREASER ~ z N
° a.``1'• 18C' r 29' CONCRETE DB 898 PG 36 w w
m m 1`II' n.ze \ n I I `r ? 1 tP ,'r 3' PLUG, PVC o d o
z z 11 `o
Ep
}6�60 ;il /l� I N= I �`• z N I 1 7 1 .z 1. o j+ • r. ' 3 u� c�i Z
N I �t� I
1 •� / I , p a
' I \ TOP ELEV = 10 5 I 4 I 1 15.75 PROPOSED
0
° 111 \ I , ` - 1 8• .;. , w ADDIT!5NAL IMPERVIOUS AREA a a a a w- o a
10 11 -
WATER EDGE MARCH 1, 2007 5.08�.11 g•> ^. _ / tla L
to 1I / 1 e '
_ e e
e e"
I ` 5.07/ / •
_ +9 9
__---__ /// -1--- 10
:' 1 SHF;LIER
I + 1;g
L � '
D 24
2.
i -_ _t_ ------ _-_{-_ -6- 7
i ________________-____ 5.05
5.04 _ _ _ _ ____�
_ _ __ _____ -'F-- -------_--------------- tee--9-
a10 5.07 _-------- _ �/ .- - -1
0
1"EIP = =�NL-
___=_ = -� e. ^- =_ =_ -- _ =� _ -- �� _-_--_===+aH4'- ------ - �iSsa ..... +10.19-�-.�. -.�. ;. ..- ---------
Z;Z
--- S50°30'25"W 405.40' 11.701 VEIP S50.2731 W
7
10.59
' PROPOSED
GRAVEL FILTER
i
CHECK DAM
T Lft"ASIN7 PROPOSED
i� ADDITIONAL IMPERVIOUS AREA
�$ (GRAVEL)
CHURCH OF JESUS CHRIST
OF LATTER DAY SAINTS
FIBERGLASS STAFF GUAGE
GRADATED IN FEET AND TENTHS
NOTE: WHEN SEDIMENT BUILDS TO A DEPTH OF
BERM TOP =,10.50' 0.75 FEET FROM BOTTOM, REMOVAL IS
REQUIRED
2' VEGETATIVE COVER REQUIRED ;
i 2:1!
SEPERATION
t•AO
PROPOSED
TEMPORARY SILT FENCE
2- CF9.01
1-
= 5.0
EXCAVATE 6" BELOW BOTTOM
AND FILL WITH SAND
INFILTRATION BASIN
TYPICAL SECTION
12
+10.11
MARKUS STRAUSS
DB 1508 PG 306
1
1
1
t
i
t
t
1
1
1
1
1
1
TOP BERM = 10.50 �•
00 10.0' 000
00 > O
0
00000000000000000000000000
14.06 14.14 14.60 S50.30' 3"W 14.a1
PROPOSED PROPOSED
GRAVEL F1T.59 ILTER GRAVEL FILTER
CHECK DAM CHECK DAM
MIN 12" NCDOT #5 OR #57 WASHED STONE
HAND PLACED CLASS I FILTER FABRIC
RIP RAP ON SIDE SLOPE
OF BASIN DOWN POND
EMBANKMENT TO ELEVATION
7.5 WHERE BOTTOM APRON
WIDTH EQUALS 25'
INFILTRATION BASIN' SPILLWAY
(BUILDNG)
3" x 1/2"" SERVICE
.`77r••:;;, •vaj SADDLE AND 1/2"
m CORPORATION STOP
A.
15.69
CLF
1"EIP
15.24 CLF 15.14-------- --------------------------
PROPOSED
410 LF TEMPORARY SILT FENCE
2' OFF PROPERTY LINE
WILLIAM H. BRADDY, JR.
DB 796 PG 387
O= PROPOSED CENTERLINE ELEVATIONS FOR GRASS SWALE
PROPOSED
PERMANENT
GRASS COVER
; i
SLOPE
IL,33
I 3
TYPICAL SWALE
NOTE: SEDIMENT SHALL BE REMOVED
FROM SWALE ANY TIME DEPTH
OF SEDIMENT EXCEEDS 25% OF
?\ OVERALL DEPTH
NOTE:
PUMP TANK NO. 2
SHALL BE SIMPLEX PUMP
NOTE:
SITE INCLUDES A POND. NO OTHER WETLAND
RESOURCES ARE LOCATED ON THE SITE
STRMWATER
AAANAt^ paFW'I WHIM SS'.�';.
-4" NITRIFICATION
PIPING ON CONTOUR
N-T.S.
�•``�11pCj ,
'SSO'��,�
0„ ,q7�.,�i
SEAL _c-)
1972 _
_ = 20205k,
����i7jMV'LLE`0\`��
'''/7j7jr1�IBi�11VO``.
0
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Q
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SHEET 1 OF 2

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40 eezuD 20041215 SD070000 20041215 S0071000
50' MINIMUM
EXISTING
GROUND i
8'-0" MAXIMUM ; ; °0 CLASS 1 RIP RAP DESIGN
OUTLET PROTECTION
POST POST i i °° °°°o°Ou°°°
° ° ° ° Climax = 12.00 CFS
00 oo-a^oo°000°° o° °oo o°o°0000 �
oo°000 p
Z eoeoov00000eooe0000oov000000eo0 epe dsD rip -rap size = 0.60 Feet
0 0 0 0 0 o e e 0 0 0 0 o e o o e e o o e
`< oaeooeoeooeooa0eoa00000a0o0ooao 00 0oov0oao
12 1 /2 GAUGE 0090 0. ooeoe o° %°o,S, ao ,8 o,e,S,a, Lenglh of Apron (L,) = 12.00 Feet
o e e I.
e e e o 0 o e e e o e a e o 0 0
WIRES 000eoeoeoope000000ve ov000000eo 00 ooaooeoo m In
LOCKABLE HINGED OR BOLTED COVER a°o°°°e°o°e°o°°°°°° °°e°o°o°0°01 ae°$ n°oa°eo°o$°e a Width Of Apron at Outlet = (3 X D°) = 7.50 F@@f
J°eoeoeo Apron End Width = (Do + 0.4 x L,) = 7.30 Feet (Increase to 8 Feet) o
i l °000g in
TEMPORARY GRAVEL I i d,,,e = (1.5 X dm) = 0.750t Feew
CQNSTRUCTION ; ; eo Thickness = (1.5 X d, .) = 1.125 Feet
ENTRANCE/EXIT
6" DIAMETER OUTER CASING _ LAN
•N � I. � BOREHOLE 70 BE SIX INCHES
LARGER THAN OUTSIDE DIAMETER p�p PROVIDE SMOOTH TRANSITION BETWEEN
4x�x4" CONCRETE SLAB OF CASING. 3 tyP$�1
o
� ,,'r a 2• CASING AND SCREEN TO BE CENTERED ANDSTAPUBLIC
CONSTRUCTION C110N ENTRANCE
"�s IN BOREHOLE. 50' MINIMUM AND PUBUC ROAD.
iS G o
3. TOP OF WELL SCREEN SHOULD NOT - 10't
BE ABOVE MEAN HIGH SEASONED d
• ;':� � WATER LEVEL.
4, PUBLIC ROAD Z
:.. -l-
4. CASINO AND SCREEN MATERIAL TO
NEAT CEMENT GROUT _ BE COMPATIBLE WITH TYPE OF ` ;_',
CONTAMINANT BEING MONITORED. POST V
N
3" DIAMETER WELL CASING - a5• WELL HEAD TO BE LABELED WITH NOTES: ? a,
HIGHLY VISIBLE WARNING SAYING : EXISTING g i
WATER TABLE WELL IS FOR MONITORING AND NOT 1 1. FENCE FABRIC SHALL BE A MAXIMUM OF 32 GROUND o =
CONSIDERED SAFE FOR DRINKING." I 1 INCHES IN WIDTH AND SHALL HAVE A MINIMUM 5 6_ ������tl IIIltttl�'� � N O ' 0 a^^,
AR LU -+ 0� Kz�°
_ _ �� a
6. WELL TO BE AFFORDED REASONAB;.E t = OF 6 UNE WARES MATH 12 STAY SPACING �' Ci O
PROFILE O . /ESS%'' o
PROTECTION AGAINST DAMAGE yARE 0 �j i 2. SYNTHETIC FILTER FABRIC SHALL BE A MINIMUM 140
/� - Z ' o,,, AFTER CONSTRUCTION. a = < Gi i� r OF 36 INCHES IN WIDTH AND SHALL BE -- y = a. v E
_ SEAL 1$ iZ
2' MINIMUM THICKNESS PELLETIZED -ivw o - s c
FILTER 1,4S2 I a SECURELY FASTENED TO THE WIRE. CONSTRUCTION SPECIFICATIONS 20205 Q m 0 LL
'j _
B ENTONITE SEAL LOCATED A FABRIC m 3. STEEL POSTS SHALL BE 5'-0- IN HEIGHT AND �i %< � w� ` �� n05 N
$ F.'Q.
MAXIMUM OF 2' ABOVE SCREENS BE OF THE SELF -FASTENER ANGLE STEEL TYPE. �i�y'' „�,N�` O ��
- STONE SIZE - USE WASHED STONE 2" - 3" SIZE.
4. WOOD POSTS SHALL BE 5 TO 6 FEET IN t„`
HEIGHT AND 3 TO 4 INCHES IN DIAMETER. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET. ,'t�DI Blo0
SCREEN
WIRE FABRIC SHALL BE FASTENED TO WOOD E
4" WIDE X 8" DEEP POSTS MATH NOT LESS THAN 1 1/2" LONG THICKNESS -NOT LESS THAN SIX (6) INCHES.
GRAVEL PACK = CONTINUOUS TRENCH 9 WIRE STAPLES. t`tattlllrtlgti rn
WI1N WIRE FABRIC WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS, MINIMUM 14 FT. ��� pSSOC c
AND WIRE EXTENDED 5. SILT FENCES SHALL BE INSTALLED AROUND ALL ��`�`J��``"Fi'OR TF''% �U to O o
INTO TRENCH WITH CATCH BASINS AND DROP INLETS. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO F; 0� q j ;J� C w _ry
TYPICAL BOREHOLE = COMPACTED BACKFILL ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
6. SILT FENCES SHALL BE PROVIDED AS AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP = SEAL : n = LL In V ^ D
NECESSARY TO PREVENT EXCESSIVE EROSION. OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, _ = O•c- ` ^
DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER 1972 o U
APPROVED METHODS. % c� (i'`^� 40 o C, 4 m
''"0, nn„p� � OZO c9l
MAINTENANCE: THE ENTRANCE SHAD_ BE MAINTAINED IN A CONDITION WHICH WILL PREVENT '�i �M �`` 0 a d °c E
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE ��/11111 � ���� LL d
PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR
CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED,
WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY.
W:tD1OXX1D101X1D1012VWMFVW Er-Sed-Calc3.xis Page 1 of 1 Pages 10:20AM/3/19l2007
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TEMPORARY GRAVEL CONSTRUCTION
OBSERVATION WELL, TEMPORARY SEDIMENT FENCE B ENTRANCE / SKIT CLASS 1 R'" RAP DESIGN OUTLET PROTECTION N o
/ U 0 K U 03
20041216 SD071900 o
890724 S0070505 REV.910128 SD OT0504 1. PRODUCTS 3. SEEDBED PREPARATION B. Anchor mulching material. g C m m GO
a, a /] } qq
A. Topsoil shall be capable of sustaining vigorous plant growth, not in A. Protect existing underground improvements from damage. 1. In areas with gentle slopes, crimp mulching material into soil. c ? m O
frozen or muddy condition, containing not less than six (6) x In o Z3 a
percent organic matter, and corrected to pH of 5.9 to 7.0. B. Clear the ground surface of stumps, stones, roots, cables, wire, 2. On steeper slopes such as the sides of swales, anchor mulch Do tr a a.
grade stakes, and other materials that might hinder proper with netting or asphalt tack. / �i Lai 0: a
B. Lime shall be dolomitic agricultural -ground limestone containing grading, tillage, seeding or subsequent maintenance operations.
not less than ten (10) percent magnesium oxide. 3. On road shoulders, anchor mulch with asphalt tack if crimping °oo,
C. Remove contaminated subsoil. is unsuccessful. >I g n
B� C. Fertilizer shall be commercial type 10-20-20 with fifty (50) w I o
percent of the elements derived from organic sources. D. Grade to eliminate rough spots and low area where ponding may 4. Use asphalt tack in lieu of crimping when required by % o 9 4
occur. Maintain smooth, uniform grade. regulatory agencies or if directed by the ENGINEER. Typically, o o cV
D. Seed. asphalt tack in lieu of crimping will be required in areas with 3 n n
A A E. Assure positive drainage away form buildings. high traffic because of wind generated by the traffic. w iJ ii 1 0
_ •(- - -' TT, _ 1. Seed shall be certified seed or equivalent based on North o: L) N
Carolina Seed Improvement Association requirements for F. Finish ground level firm and sufficient to prevent sinkage pDckets 5. On slopes steeper than 2:1, Jute, excelsior, or synthetic o0i z Z o: a
cN
certification. All seed shall be furnished in sealed standard when irrigation is applied. matting may be required to protect the slops from erosion.
NC DOT BOTTOM containers. Seed which has become wet, moldy, or otherwise They should be installed before mulch Is applied to surrounding 'ij O O
dh 57 ry�r�� -BLOCK damaged prior to seeding, will not be acceptable. G. Grades on the area to be seeded shall be maintained to a true areas. o F- Z Z Z
STONE ❑ �IJLJnUmLL.A�J�Wr�'iu TURNED and even condition. Maintenance shall include any necessary I� o r o
'[Jp[nJ�Ii'Ji�tlnl''''n�''np1l SIDEWAY
2. One (1) percent maximum weed seed content permitted. repairs to previously graded areas. � o a � µvest Z iJ.•
--_ UVU�UlJlltAlllo� 6. WATERING
3. Seasonal mixtures ways: a o fit Sl mixtfor NC DOT right-of-H. Uniformly apply lime at a rate of 4000 pounds per acre pror to c`� cal v ao
BOTTOM ___ � L•S.N preparation of seedbed. A. Lightly water to aid breakdown of fertilizer and to provide moist
BLOCK NC DOT a. From September 1 to April 1: soil for seed.
TURNED #57 I. Thoroughly till all graded areas to a depth of at least five (5)
SIDEWAYS STONE spy
❑ ❑ Q ❑ ❑ ❑ aR1:7r Seventy -flue (75) pounds per acre of Kentucky 31 Fescue, Inches by plowing, disking, harrowing, or other approved methods
fifty (50) pounds per acre of Pensacola Bahiagrass, and until the condition of the soil Is acceptable. On sites where soil 7. MAINTENANCE PERIOD Q
five (5) pounds per acre of Centipede. conditions are such that high clay content and excessive Z
9 compaction cause difficulty in getting clods and lumps offe:tively A. Maintenance Period: until final acceptance. 0
AT EACH ENO OF DROP INLET b. From April 1 to September 1: pulverized, use rotary tillage machinery until soil mixture Is W
ORIENT ONE BLOCK WITH HOLES PLAN acceptable and no clods or clumps larger than one-half (1/2) Q
SIDEWAYS TO ALLOW WATER Seventy-five (75) pounds per acre of Pensacola Inch In diameter remain. 8. MAINTENANCE U
THROUGH. Behiogross, fifty (50) pounds per acre of Kentucky 31 F
Fescue, and five (5) pounds per acre of Centipede. J. Remove from site foreign materials collected during tilling. A. Maintain surfaces and supply additional topsoil where necessary,
SRI.LwAV SHALL RE I' MIN. aF,uranr SHALL including areas affected by erosion.
. 1 BELOW' LEVEL Of LOWEST BANK. K I MIN.SELOw 4. ARemofte seasonal mixtures outside NC DOT right-of-ways: K. Uniformly apply fertilizer at a rate of 500 pounds per acre of Z
'- 2/3 STREAM MIOTN I LEVEL OF 10-20-20 analysis. B. Water to ensure uniform seed germination and to keep surface of
e-o"MIN.ADOTCLA"88
LOWEST BANK. a. From November 15 to March 1: soil damp.
L. Incorporate the fertilizer into the upper three (3) or four (A)
8x8'x16" CONCRETE SIDE SLOPE? Twenty-five 25 pounds per acre of R Groin, inches of re ared seedbed at riot to the last tills e o eratlon. C. Apply water slow) so that surface of soil will not puddle and
s HORI2.-I VERT. Y ( ) P P Ye prepared )u P 9 p PP t. Y
BLOCK (TYPICAL) seventy-five 75 pounds per acre of Tall Fescue, However, never apply fertilizer more than 3 days prior to crust. Y
NC DOT* 57 STONE xeB* SBy -� �- N %� ( ) P P PP Y O
N L•SxN-►{ Kentucky 31 or Alta Toll Fescue and fifty (50) pounds per seeding. Use fertilizer immediately after delivery or store it Ina
I I acre of Pensacola Bahiagrass. manner that will not permit It to harden or destroy Its D. Except for rya groin, cut grass first time when It reaches height
MAX_ SLOPE I p FILTER effectiveness. of two and one-half (2 1 /2) Inches (60 mm) and maintain to ?
FABRIC LINING 1 f -'!- b. From March 1 to May 15: minimum of two 2 Inches 50 mm . Do not cut more than 1 3
Ix' a I FT.W� 57 Y O ( ) /
-- AI STONE BRAVEL FILTER M. The seedbed should be firm and compact. Prior to seeding. grade of blade at any one mowing.
Seventy-five (75) pounds per acre of Tall Fescue, the seedbed and lightly compact It with a land roller, such as a W
cults acker. E. If r rain is lamed mow to maintain rase height between Z
BOTTOM BLOCK SECTION -AA AFILTERLL
FEANDRNDER SECTION -BB_ Kentucky en or Alta Toll Fescue and fifty (50) pounds per P Y's 9 P 9 9
HARDWARE CLOTH ALL amHE AND RIP -PAP acre of Pensacola Bahiagrass. three (3) and six (6) Inches until Fescue matures enough to
WITH HOLES SIDEWAYS 4. SEEDING provide ground cover.
2x2 MESH, 200A. DROP COVER HOLES WITH c. From May 15 to September 15:
MIN. WIRE. INLET HARDWARE CLOTH. A. Do not sow seed immediately following rain, when ground is too F. After first mowing water grass sufficient to moisten soil from V
Sixty (60) pounds per acre of Pensacola Bahiagrass and dry, or during windy periods. Do not apply grass seed and three (3) Inches to five (5) Inches (76 to 127 mm) deep. c
BURY BOTTOM ROW OF forty (40) pounds per acre of Annual Lespedeza (Kobe or fertilizer at the some time in the same machine. e
CONCRETE BLOCKS Korean). G. Apply weed killer when weeds atom developing, during color
2"MIN. IN GROUND. B. Apply seed at specified seasonal rate. weather when air temperature is above fifty (50) degrees
d. From September 15 to November 15: C. Rake seed In lightly. Fahrenheit [ten (10) degrees Celsius].
W
Seventy-five (75) pounds per acre of Tali Fescue, H. Replant damaged gross areas showing root growth failure, >
Kentucky 31 or Alta Tall Fescue and fifty (50) pounds per D. Roll seeded area with roller not exceeding 112 pounds (50 kg). deterioration, bare or thin spots, and eroded areas. W
acre of Pensacola Bahiagrass Q
E. Apply water with fine spray immediately after each area has been
E. Mulching material shall be oat or wheat straw, In dry condition, sown. 9. RESTORATION (�
reasonably free from weeds and foreign matter detrimental to
plant life. 5. MULCHING PRACTICES A. Restore grassed areas until accepted. }
F-
Z
2. GENERAL CONDITIONS A. Apply one (1) to two (2) tons of mulching material per acre to 10. ACCEPTANCE 0
O
seeded areas. Apply mulching material with mechanical tips U
A. When conditions ore such by reason of drought, high winds, equipment and obtain a uniform distribution which permits sunlight A. Seeded areas will be accepted at end of maintenance period when F-
excessive moisture or other factors where satisfactory results will to penetrate to the ground surface. Bare areas and areas with seeded areas are properly established and otherwise acceptable. W
not be obtained, the WORK shall be stopped, and resumed only thick clumps of straw are not acceptable. u-
when conditions are favorable.
SEEDING CONSTRUCTION NOTES
BLOCK & GRAVEL FILTER FOR DROP INLET RIP -RAP / GRAVEL FILTER CHECK DAM SEEDING NOTES �'j
SHEET 2 OF

1308 ex LEGEND
1311 EIP = EXISTING IRON PIPE
` < 1385 EIR EXISTING IRON ROD
4 '$ 1384� EIP = EXISTING IRON AXLE
1386 NIP = NEW IRON' PIPE SET
r + !P EPK = EXISTING PARKER KALON NAIL
1308 A10 NPK NEW PARKER KALON NAIL
RRS - RAILROAD SPIKE 0�
N&C - NAIL AND CAP
NPS - NO POINT SET OR FOUND QP�
g 130 ECM = EXISTING CONCRETE MONUMENT O 2" x i" ECCENTRIC INCREASER u
1380 NCM = NEW CONCRETE MONUMENT
3' PLUG, PVC z ; 3
R/W - RIGHT-OF-WAY G 0
€ - CENTERUNE vi R I9
a 1A CC - CONTROL CORNER \
T
1380 1379 MBL = MINIMUM BUILDING LINE
LIT - UNDERGROUND TELEPHONE LINE \ 3" x 1 iv
'4 01387 UE a UNDERGROUND ELECTRIG UNE /2" SERVIC i
W = EXISTING WATER LINE SADDLE AND 1/2" 3 3 I
1316 1315 RCP s REINFORCED CONCRETE PIPE
CORPORATION STOP d
P m EXISTING PINE TREE, a
PTS = EXISTING PINE TREE STUMP
WM EXISTING WATER METER
o � g
CLF = CHAIN LINK FENCE 4" NITRIFICATION
WDF EXISTING WOOD FENCE PIPING ON CONTOUR $
CD - EXISTING CEDAR TREE < n
RD = EXISTING ROOF DRAIN PIPE NOTE �T o d
<w..•.: PUMP TANK NO. 1
EXISTING CONCRETE - SHALL BE SIMPLEX PUMP DRAINAGE BASIN DEIINIATION -
(CAPTURED BY INFILTRATION BASIN) d
1
AS-BU9LT DRAW Ia TETIePesEc- CONSTRUCRON ENTRANCE POINT t_7 , _ POINT 111 2 CG 12
ARE BASED UPON INFOP,MATtoN GPS ' NOs OPUS. CONTROL POINT NCSR 1309 CHRISTIAN SERVICE CAMP ROAD GPS - NGS OPUS CONTROL POINT �
•PROPOSED-- 8" SPIKE FOUND (60' R/W - 18' ASPHALT) 8" SPIKE FOUND
PROVIDED BY THE CONTRAP,ron N= s49714.41so7z5 m &
AND HAVE NOT BEEN VERIFIED 1,200 GALLON N= 649386.4374-45 - -
SEWAGE PUMP E=2593081.345979 -. E=2593463.7861592 (n a 0 e n O+u(5
BY THE ENGINEER NO. 1 ELEVATION- 13.16' (NAVD88) ELEVATION= 16.72' (NAVD88) LL 5 rz o F212
DATE ?i 1 1 I I Zu T v NAD 83 NI1R1 CATION LINE NAD 83 w I o 5 3 z m m
�- - - N49'23'01 "E 503.82' �- 3 m
W----- w----W----- +T ----'N--- - --- - ------ --- -- - (i 8E='
----`-------------------------------- ------------------------------
__ -----w------++'-- __-w
___ __ ___-___-T------------_ __- ---------------------
--_____ __-__-____-_
/j--------------- _ - -------------- L+
l `\\Q'�'•g '�Gyr� ------ - I- 1 1 2 TF -oRE- - - -- - - - - - V m �aa -" a
----- --------------------- Q T-a
------------T------------------ W C
�- r.-__ - •--uT--- LIT-- --__ C
.Q• 'y�y• __-- ____.._-- ----T- <.UT.--uT-__.. y� T-- UT �-------------- ------ ---------- ----------'--- _---- __------ �J �
_ �vAJ
SEAL r,--uT------uT------uT--- -� _ �� GRAVEL i I -\� IN,
; + r-y
ZD2�.�1 • / 2 , 1 ` ((.R i �a t5a .aa_eea
5 = 1 i -i - ' - - - N5O'13'54"E , S Q
6` Q '�4 x P N48'11'O6"E ( i NPS Inc �__N 12QgLwE _ --OE 26 N50'16' 7" 't --;�
6 ^•, "+ =.V F(G Q" .<. • T - 6:07' , '4"RD 4"RD \ NPS I I
14'53'23"W
i GIs - •"p �` 300.13' + . z4"P , . , SIGN + , 90.33,.
oILHgRD • �O\�\� "EIP f :'} -- ------ 18"P sPoi ,a , + , 200.0 T j"EIP L'
L J -----tu -
�fJ{++11118111���\ D•P 24P I LIMT r _ _ - - - - - - iLEA3--90-
A'R+ �s
-fRBP�- __-___-____ _ao"P A DROP•1NLET i NOTE: I WD 1 j REPAIR CL WADDITION-PROPOSEAOL IMP RVIOUS AREA �\7RIM 8�2 _ _ _ _ CONTRACRTOR TO-PROPO 1GRAOfl �-- = T t: PROVIDE HANDICAP 3"SDR 21, 200 PA AREA p RAMP FORCE MAIN te"ot P t`'EXISTING !(1 I� AREARCLF �50 LF 12" RCP - T METAL BUILDING j1• T 00.22X a- I >aa
m
fif
LINDSEY W. KEECH, HEIRS a I 2-15`AMON
;r - '''' '' z
I / 9CD �oo�'�+
co r DROP INLET MZ = 1,600 GALLON 7ROPOSEQ- z'`•. I 24"P 0 ° O c Y
DB 814 PG 945 I 1 •P y:Y RIM = 11.48 1 SEPTIC TANK 55 LF 12" RCP Co 0.28X z4 w 0. a d c
j' INV = 8.51 -- I REPOSED '-PROPOSED- t PROPOSE ;1 N d coi - U s S
I I 1 , 1 CONCRETE BETWEEN BUILDINGS DROP INLET DROP INLET CLF T 3" PRESS RE PI r- JOHN W. BROWN, JR. x LL
-PROPOSED-- RIM = 14.75 RIM = P4.75 - MANIFOLD f�`]])7 I yn
j ID I A 1 1 51 LF 12" RCP I INV = 9.1Z INV = .32 e P rn DB 1022 PG 231
94 LF 4 1 !�
I I I 0 0.22X 1; H 12" RCP O 0.28%
12•P 1 `�;s•r.}�gpkt,.` .,=% M' >+ �"-:=a ; `� <-,.: t' . < .. ;a- :"<: ;: u�.-'1''•: - 8 IN IX N
TING
EXIS=.c5 Pr •.� N V Y+ •'.
`^p I I >;::d,7;i+`ryy.. .;rr1't r "v_.�.�:.t4
PROPOSES I 1 i METAL BUILDING ,� . +.•. :., +r " •`r.'.'• ". •+sf= ... ` " S CLF {`;'} z4 ao"
TEMPORARY SILT FENCE I t 4E' :.;' a Cr y'•;'1 - . a`• �} 1 4 ✓ 24"
1 MACHINE SHOP"j _ .H11/(G '• ^+' •..• 6P65EB-
zo'o i FF ELEV = 11.72' 1. •t '�,.; . _ , r t; . P : 5 EA 95 LF
i 'e _ NITRIFICATION LINE N 3
2p 1 1 _- e.i w.�.�>rl is 1. !. t. �- --_-_ - ! M S
1"EIP " DROP INLET " ' • ". • W -----� •z 1 oC
s
PRePeSED
r •;f
,a.•:. ,�.. k .
I
_ N51T)3! 6"E 305i85 __`EIP _.-, _ _i, RIM
-
< -------------- - _ N P ,: r r,.. z -Pvc .sDR 2 zoo Imo-
.. ... .,
t'.
_ WDF ..,
I ., (, � �: ;,", ., ,... PSI FORCE MAIL p• � so; tt�
! - - - CONCRETE AREAS 1 �i n r CLF
-
1 � ;'= .., 10' x 22'PROPOSEO--
+ -
i 1 WATER EDGE MARCH 1. 2007. \\ I 65 LF 18" RCP.0 0.20X 4 + - - - - - �" �`' •+. _ S�s':j� 'e':' LF S51'0058"W ------- --------- rn v In fn m j- m
+ 1 \\ I ` a' c ,.•. I p .^ PROPOSED- -PROPOSED 1�'EIP
1 \ L _ _ _ _ CLF 1,600 GALLON SEWER 2 EA 4" 45" BEND, PVC X a o 0
+ \ 8" P �e4c PUMP TANK N0. 2 ro o rc -c a
\\ DROP INLET ai 4. ' LVC%,t„ w
+ 1 \ RIM a 11.43 !. 1,8D0 GALLON 04 v+clwm o+= rmzku.6 LOT �
+ \\ + I I k y. PROPOSEDSEPTIC NK I m
1 \ INV = 8.27 I x 0° a a n
-PROP95EB- 36 LF 4" STEEL CASING o I a o
i 1\ CLASS RIP RAP FROM SPILLWAY DOWN \\ I 137LF 18-PROPOSE�" R I r , N i o s^ ,4 0
�+ 1 SLOPE OF POND TO ELEVATION 7.5' GRAB + _ _ _ J ; }. •?. i;f.'. 37 1F 12" -RCP 0 0.28% � a g 0 N
DROP INLET i Gi o n
+! 1 EXISTINO POND iJ 1J
1+ 1 I x 15' _ ¢ 1"EIP RIM 14.68 WILLIAMs seH. B PGD36Y, JR. z" x 3" ECCENTRIC INCREASER 1y o
+1 I T ROPOSED +♦ r'r INV = 9.42 00 i z
BU � - •- I � � 1e • 2 1 3" PLUG. PVC � � �
0 0 g
180' x 29' CONCRETE o r` rc z z N
A + 1 WEIR _ 'A{. ;� .... I� o T� t- a m
LP �+�, PROPOSED g g g 4d 0i ^3 � lii
BOT. ELEV = 10.0 o a 0
p ti TOP ELEV = 10.5 1
ADDITIONAL IMPERVIOUS AREA o a a
c
Ng••a SD 1 8' p (BUILDING) iv 0 0 0 M a o (n o
TP Z 1 WATER EDGE MARCH 1. 2007 E ^C^ BOT. - _: _Y '.. t: ,•j_ a 3" x 1/2'" SERVICE - -
tn II / 9,.".".a ro 7.0 1 slt tTA r .. �- r r,, n SADDLE AND 1/2"
4 S 1 ��, ('. CORPORATION STOP
J
tI GRAVEL
INLET
- `--
L _- ---- �' _�_ sr sT i---sT RR� 5 4" NITRIFICATION Q
-------- `------------------ ------ ------ ------ 1 sr ST C INV = 9,91
.'.' LF
si
,1"EIP----------------------------------------� ..-.�
S50'30'25"W 405.40' -
259.83' PIPING ON CONTOUR U
i J"EIP S50'27 31 W 1 "EIP
+2"EIP CLF 55030'53"W CLF----------------------------------------
PROPOSEDN.T•S.
i - INV 10 PVC - 9.110 +\ °
INV 18" RCP = 8.00 ++1 z
/ 15 SY EROSION CONTROL STONE
PROPOSED o�-PROPOSED-- -PR8P99Ei}-
. (OUTLET PROTECTION) 66 LF 12" PVC:CCRRUGATEDr .+�.- �IO.;LF,i2",P.VC.CORRUGATED 50 LF 12" PVC CORRUGATED -"Z
i - 1?OLYE e'D'U,1L W1iLL® (L28..- ,\ POLYETHYLENE DUAL WALL 0 0.28%. POLYETHYLENE DUAL WALL 0 0.20% NOTE; Ll.l PUMP TANK NO. 2 ..
/ •PR9P9S0�. - ...',,,,. �\ CLF SHALL BE SIMPLEX PUMP :. ' :�,'� 1.._•_
INFILTRATION BASIN PROPOSED +\ j
ADDITIONAL IMPERVOUS AREA +
OVERFLOW BERM (GRAVEL) PROPOSED ++ PROPOSED -141000SED (Q
i TOP ELEV - 10.50 + DROP INLET 410 LF TEMPORARY SILT FENCE NOTE: O L,-- Q
CHURCH OF JESUS CHRIST DROP INLET
+ RIM 14.68 2' OFF PROPERTY LINE SITE INCLUDES A POND. NO OTHER WETLAND � Z
RIM - 14.70 +
OF LATTER DAY SAINTS ' ! RESOURCES ARE LOCATED ON THE SITE n
FIBERGLASS STAFF GUAGE INV = 9.18 + INV li.77
GRADATED IN FEET AND TENTHS MARKUS STRAUSS ++ WILLIAM H. BRADDY, JR. Z U1 LL1
CONSTRUCTION NOTES: W Z
NOTE: WHEN SEDIMENT BUILDS TO A DEPTH OF DB 1500 PG 306 ++ DB 796 PG 387 1. CONTRACTOR SHALL TIE-IN GUTTERS FROM EXISTING AND
E BERM TOP 10.50' R0.75 FEET EQUIRED FROM BOTTOM, REMOVAL IS
+ PROPOSED BUILDINGS INTO STORM SEWER SYSTEM D- iD O
+,+ CONTRACTOR SHALL INSTALL DROP INLETS AT LOCATIONS tz I V
2. CONTRACTOR SHALL TIE-IN DRAIN LINE FROM WATER d. - Q
N ++ WHERE BUILDING DOWNSPOUTS MA BE EASLY CONNECTED. JET MACHINE IN EXISTING MAIN OFFICE/FABRICATION 0) ` CC
2' VEGETATIVE COVER REQUIRED _ + RIM ELEVATIONS SHALL BE MIN. 2" BELOW GROUND SURFACE BUILDING INTO STORM SEWER SYSTEM G
2 : 1 SLOPE +'+ 3. PROPOSED 12" PVC STORM SEWER SHALL BE H-20 TRAFFIC Z fW- W
TOP = 10.0
r' � ++ LOADING POLYETHYLENE DOUBLE WALL CORRUGATED PIPE
TOP BERM = 10.50 I-
N_ 5• `\// 3 : 1 SLOPE ° p ° p ° ° 10.0' ° O ° WITH 6" THICK STONE BASE
V
"1 � �\\/\ °0000000000000000000000000°
/ BOTTOM = 7.0
n :r��ase:iF�..'=?r..•.;.` ."S,� r":'^��_=«gip:u.1 P MANENT GRASS COVER 1111t1INr/iii i O
� ii VVVV11111111 rriA
E MIN 12" NCDOT 15 OR j57 WASHED STONE .`\O PSSOC7q� �i� O ' V
0 2' VERTICAL 3 1 SLOPE J �j ��' z
HAND PLACED CLASS I NOTE: SEDIMENT SHALL BE REMOVED ' o'� 4 � tP
0 SEPERATION FILTER FABRIC Q : O POR 70 .7fy': O
Z SHWT = 5.0 RIP RAP ON SIDE SLOPE FROM SWALE ANY TIME DEPTH O:rJ �' ' _ U
OF BASIN DOWN POND OF SEDIMENT EXCEEDS 25% OF O' SEAL ?n- _ AL
>, EMBANKMENT TO ELEVATION 3•� \ OVERALL DEPTH - _ - c
o - - - - -
t 7.5 WHERE BOTTOM APRON \ �\ ��\ 1972 a = 5 ( 205
� °
t EXCAVATE 6" BELOW BOTTOM \\/-P,-,Z
_ AND FILL WITH SAND '�✓/i /�/ �'�i y'', .• " GlZI :�iP
WIDTH EQUALS 25' \ \ \\
Q
/
t ~ INFILTRATION BASIN R �
INFILTRATION BASIN SPILLWAY TYPICAL WALE �'''iiMVILLE+ oigRD B.M m
v TYPICAL SECTION ip,nnnull" 'rrnnt111111r
��
is SHEET 1 OF 2
- _
_ -.- - - - -