SW7020207_APPROVED PLANS_20020408

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��lT7
DOC TYPE
El CURRENT PERMIT
61 APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
2l90304�1�
YYYYMMDD

1
aF?`vr1C:,� _;iMMERGAI .JEVFLOPMF',_ .
\ R,_ 2 ? S 4C +
ARf_ A _.. 6.95
MINZES CREEK TRACT
ARF A 146 93 AC +/-
R SIDI_ A. J'J )EvLLOPED AREA
APEL '54 20 Ar
OVERALL. SITE L.441rouT
NU'Jr OR F ORP, -LY
ARNOLD E. WlNSLOW
1 EXISTING WETLANDS J
EXISTING SOIL
/ DRIVE
PROPOSED DEvELOPM
GENERAL PROJECT NOTES:
1. PROJECT NAME:
ALBEMARLE P
AN -
"';)N, t'OMMEFZCIAL PHASE-
PF:RQUIMANc
- DO'.
", NORIH CAROLINA,
2_ DE_VELOPER:
HPB ENLR P__S
Mk
:)NE N
�� N C_ 27944
3 PROJECT DESCR �"T
)N �}
R J v Cr GRA dE� D� vE S
& Pi
„
" S_�.J`:�A'ED DRAiNAGL
4. NEAREST RECEIVING STP.AM
TE,'',�i.E
5CT!_)NU/MINZES CREEK
5. CLASSIFICATION-
S('
550 L.F.
SILT FLNC�
PROPOSED 50 J
OF 18"HDr c t'Ot
t
LkISTING
r'OR PION
Cr S*41 f
S I I i)1NTv
T SITE PLAN
40 LF 0• R)P RAP
OVER=L,A 5WALE
(SEE --TK
-6 E - ­AVE, , A,f Mi n_
- Z
IwD-W
.F L.',,. ' t N h
"7RA N&=F rSriF AI( NARM
MINZES CREEK TRA
6. PROJECT Pi A AHIJI.AT10N
TOTAL F , (,Jf ;1 AREA:
GRAVE_ -)�K'NG & DRIVES -- -
-STO A-.,E H0,
CONCPE -E `>IDE WALKS.
MAINTENANC,f YARD.
[MAINTFNANCF BU•LDINGS:
GRA ITL Rj4 RAGE ARI A
6C,AT STO
FOND r } 'AVALCN DISTURBANCT.
TOTAL _F_NCTH OF DRAINAGE SJ+At:S-- ------
'3RA`NA Swa, DISTURBED aRf
TOTAL DEVELOPMENT AREA
PREVIOGS!_Y APPROVED DISTURBED ACR' ACE
MISCFL LL+r�tOUYE COSMLIRB '7 A�RI JIT1t S U S JRHr 7
n T
4N ` A� L 'OE-
"NE+N `1RE?ED Q REAC-
PROPOSED
GRAVEL DRIVE
MINZES CREEK 'RAC;' - ADDITION
1 -
.AIDE 'ROPERry
I
II � =i
MATNF'MS tRA�'
(D;
yr ,),IN r'RF F w
t
I 1'FOP�M CREEK
I �
1 �
SNUG
,ARHIx,R
COLE TRACT
WNZIES TRACT
Lfi,
RANUO4 PT• (TRACT
,
- {�
,-f
� � I
ISLANC .1,OPMENI
IJ
_j _
A:BEMIARJ SOVNC
RECEIVED
rEB - " -)
SEDIMENTATION AND EROSION CONTROL NOTES:
N-- RRaTVF IN!) S!TL DcTA DYYQ-WARO
Tr{I' - - , `"L OF ALbLVARLE RLA^, A.;�''v t Lit 'AL
ONSI`` .)T� OF RGADAP0, DRAINAGE, ANT) TI .' rY
INFR ETRJC;TURE kVPRO' LME-NTS TO cF IR '!''_1 AN E XISTiN!
SINC> F -FAMILY RF_S10ENC,E AND [HE kF DE. Jf Opf�E r
AN L, `;'URf -IT FACILITY, R/.' BI.)A T STOR Ar;F: A N n
MA;N'ENA.N(,E COMPLEX 7HF SITE IS � OCA7LD NORTr{WLS' C F
r �NTF._ SY_•.-10N I){ S.R_ '429 ANC '347
5, SOi-S CON"S OF ROANOKL S;�_ SCAM r,A r,
S F 1 c,.rR ,N" A_ CLAYEY S�,HSnIL
OF rE Si E 5 JuOG [ J W TH MA r'vl<: ', I AN » 1F
HA_RDWCODS AND PINES 'YWH. A LIGh1i GROUND CCVE?
ALL DE`>LLOPMf_NT 15 TO BE SERVED H, A CEN-RA.'L_
n),°..51�. WATLF? D!51'OSa; ;YSTLM AND I Or N`'( `r'a'A ,
ON--S.'F SE_P _ S(SrLM`_i L,RF PLi�ti?�T"i,,) I
I
I
C,--wS rRJr -ION SE QUF-N'TF,
4
4 t) 1, P L' R .i . A '_ [3( I •-I E iC ., C ._ F G r s
2 SOLD PRE-CO^JSIRUCTI ON M-STING a: WF=
'HE START OF CONSTRUCTION
3. iNS'A! CUF'o'ERT IN CONJUNCTIUI, W/ ;NLLT/OUfL t.T
AT LOCATION OF IHf TEMPORARY C(;NSIL?UCTION FIN 7RAr.;:_
4_ INSiAL_I TEVIF'C'.kARY CONSTRUCTION LNTRANCE.
5_ INSTA'LL SII T FENCING IN AREAS AS ' +HOWN ON P--•^,, 4'vI' 11II
AS RE -I UIPFC rQ PREVENT ED VE N TA TiON OF +A
APE�S-
F ,'_LE4,R ^NF :LP',_,:;; ROAI'AAY ARE '. RF Y','
C`H,FR MAT_ Ri y:
Q Y%AY 'Ati!L, TY
DR,-)P �N_ETS, ANL) C'_,"..-k.:.C� A,
CrES. MA;NTAiN MINIMUM SICF Si Ji'F�S A': ti +OWN .N
;. C'ONSTR'JCT STGNL SILT, DAM AS PEOUIRED i:_) BRr_AP
+ LOWS, F'LAC,E CLASS A STONE. F11F'-RAP Ai +. L .� K'
OUTLETS_ PRDTFC7 ''_'UL',FRT ENDS WITH F''I TLR CL_O H A`.., RI r;-.J:r4 B
)_ P ;;`;''nE TLMF ;711ARY STABILIZATION VEF•L T A' 'J AS
DE_, 04 'NI ALd D T KfsF_U AREAS. ALL TEMP)P ,nv
t,,JSi 3E ''N P; L(r 17r-'^� 3C DAYS F AND ST K5 _N•
7PL,e �_ ,I�;V4A jINDERC' SINhFl
^>� ' `ABLE S:iII_`� AS E`;CCUhaT"LREC
vl ATt 'N^SC F r M
RMF•",__N'.'F N Or° Eih[. -:F•
'JN P1i L,r MI6 IV N i
_{
TT,tir r A',
�:E t I?'N(;
."FF;F'A_ ON: II IIFt: J"
t Erg: :4 f._
N
-i:
ON
R r i� APT
APPROVED
NORTH OAROUNA ENMKAENTAL
MANA3E1Wff 0ftWWW N
DMBM OF
&mmwm r ft * Nk.<U_ a 20 207
F; fi
a
7 �
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3471 �

r(wZ 1 S(
E ROS!ON CONIPOL ;TONE 2
DEP TO V- N:_
S .) -E E, S REC, PL
i
GEO--'EXTILE
PROPOSUD oYrmgrLOUJ SWALE SECTION
NO' '. C .'::.. F
?! Jr f-
!
-- y-
Z
T*TOP I CAL. R UJ SUJALrm SECTION
Nt T TC �.
�Es-• MINIML,M i._f_NGT!-;
-� N t I
, � F �y1'Nlr.?_ • • lit i(iF'T ..
SILT PENCE DET4 I L
y L {
l � rr�•
OF 8'rf R71(:A, 'N' _ENr_. _ t1Ri',E "l
SILT PONCE OET4 I L
3" x i" REI'v� t�RCED
STEEL TPASH PACK
NOT TO ;`_E TOP VIEW
PR�)',/1DE EROSION
CONTROL STONE ® OUTLET NVr OUT
TO PREVENT SCOURING ^. a ^` - D,
n DRAWDOWN DEVICE ^ i
TC[OF N_ . r V.-"'.� t - - SEE
e
'G EXISTING y
J% DITCH �ti - - - I Titi F�rr� .� n�,,. f. !
�G
IN'V.OUT- 8.2'f
�- - 18" DIA. POLY
PERFORATED PIPE
[-> OVERFLOW ah 11.0' rns'
o O �'_&GN STORAGE 10.95 r^si
�D
8 n. .'Vt PIPF —�' O O
o O
0 0
ILI
0 O
8" PVC ANGLED TEE
o
4" PVC REDUCER
jjh ELEVATION
W INV. 10.0' MSI_
\ ELEVATION
INV. = 9.0 MSI
/ 4" DIA. PVC PIPE
W/ AN END CAP
8" PVC ELBOW CONTAINING A 2"
DIA. HOLE
DRAWDOwu DEV I CS OrmTo6I L
SIDE
L
JOINING TWO ADJACENT SILT
FENCE SECTIONS
NC _ ACE (TOP VIEW)
Construction Specifications
d- er 6" m ni"to t` f- ,'.,.. ...
- e 'm r raj cut, c;- 13/4' diameter
u d qi,a ty hardwood. Steel posts W!, hf-
At:ry'r - �ss t-or ..,pord per ilrear foCt.
:I e 'o eacr 'c.„ E post w,tn Nire ties
t.l,: `, t.: ,r eF, f;;llowing re( ':,:rements for Geotext it C are_ r
C _: - r Test. MSMT 509
Teri,, e ^," i{ IDTest: MSMT 509
_.A �-- ,.7 - '• .. .:e (rV.,x `est. MSMT 322
1�• y _,eon. `! �� , Test: MSM 322
ti-e. shol` 5e c�er appe",
rairfall event and r,a nta rie, bn D_ ..
ed 501% ,f the a5r c he yh+
--- ---INV. IN — 9.0'
3>y`;i"J 8U1 TOM
ETE_ ON = 6 0'
TY ' I C�4L FOND/D I TC�4 SECTION FOR DrZTENT I ON1
PICNIC)-7 T _E
TYiC4L GR4\/EL R041%4Y SECT I ON
{. r k V `A� h!
Y ND
POND INLET PROTECTION
*011
tev .
2 �
r
5M1:� I1'01r:1\1T FORM15441r SECTION
ALB E MARLE
PLANTATION