NCC230175_Site Plan or Location Map_20230120

VICINITY MAP - N.T.S.
NOTE: TEMPORARY SEDIMENT SKIMMER BASIN 1
(TSSB-#1) IS TO BE INSTALLED UPON BEGINNING OF
SITE CONSTRUCTION. AREAS WITHIN CLOSE
1 ®ROXIMITY TO TSSB-#1 ARE TO BE GRADED LAST TO
I ALLOW FOR PROLONGED USE OF THE BASIN. WITH
THE BASIN TO BE REMOVED AS NEEDED BY THE END
OF SITE CONSTRUCTION AND AFTER SITE
1 ' STABILIZATION.
I �
1� \
W = Lc + do
Rip Rap - d 50
tjdt
3do
La
MAX VALUES FROM 10 YEAR STORM
OUTLET PROTECTION/ RIP RAP APRON CALCS
TSSB-1
OUTLET
S.D.
OUTLET-1
S.D.
OUTLET-2
S.D.
OUTLET-3
PIPE SIZE (do)
4"
18"
18"
18"
Q
.12 CFS
.54 CFS
.48 CFS
1.83 CFS
VELOCITY
2.40 FPS
6.38 FPS
6.37 FPS
9.96 FPS
3do
12"
4.5'
4.5'
4.5'
d50
4"
8"
8"
8'I
La (CHART MIN.)
6'
10,
10,
10,
W = Do + La
7'
11.50'
11.50'
11.50'
THICKNESS.
12"
1811
18"
18"
TEMPORARY DIVERSION BERM VELOCITY CALCULATIONS
BERM
SECTION
SIDE
SLOPES
BOTTOM
WIDTH
MIN. DEPTH
(FT)
AREA (AC)
Q-CUMMULATIVE
VELOCITY
(FIS)
LINING
TDB-A1
3:1; 8:1
1'
1'
.36 AC
1.33 CFS
4.42 F/S
YES
TDB-B1
3:1; 8:1
1'
1'
.29 AC
1.09 CFS
1.96 F/S
NO
TDB-B2
3:1; 8:1
1'
1'
.45 AC
1.68 CFS
2.23 F/S
YES
TDB-Cl
3a; 8:1
1'
1'
.22 AC
.82 CFS
1.95 F/S
NO
TDB-C2
3A; 8:1
1'
1'
.33 AC
1.22 CFS
2.19 F/S
YES
TDB-D1
3:1; 8:1
1'
1'
.10 AC
.38 CFS
1.91 F/S
NO
TDB-D2
3:1; 8:1
1'
1'
.16 AC
.61 CFS
2.23 F/S
YES
TDB-E1
3:1; 8:1
1'
1'
.09 AC
.32 CFS
1.17 F/S
NO
TDB-F1
3:1; 8:1
1'
1'
.15 AC
.57 CFS
1.17 F/S
NO
LEGEND
DIVERSION BERM W1 MATTING
_;h
DIVERSION BERM (TYP.)
CONSTRUCTION LIMITS (TYP.)
X X X
SILT FENCE (TYP-)
CHECK DAM
GRAVEL BERM
REINFORCED SILT FENCE OUTLET
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
�a0�4
INLET PROTECTION
WETLANDS
RIP RAP APRON
BAFFLES
rI
PERMANENT POND RISER W1 TEMP.
SKIMMER
TEMP- SKIMMER. W1 OUTLET
OWNER INFO: TURF RE1NF0kC:MEN"I' MA r'I-ING TO LING APRON
1 WILCOIiESS LLC HALFWAY UPTHE SIDE OF DIVERSION
SILT FENCE -- - - -
BERM AND TO ExTENOUP TO THE SAME -FM- FORCE MAIN
(TYP.) / 539 S MAIN ST _� ELEVATrONOr THE EXISTINGGROcmm
I Q SKIMMER (TYP.) RNDLAY, OH 45840 }
TSSB #i EX. OVERHEAD ELECT.
/ PINf04 95-4317 4 COMPACTED - _.� - EXISTING CONTOUR
OUTLET-1 I CONSTRUCTION 04 1 J l /- SOIL MIN.
DEED BOOK 549$, PAGE 0242 ff 7 a.� 101 PROPOSED CONTOUR
' LIMITS (TYP.) I � � / j ,I-
IT MIN LOW
'•t /REINFORCED SILT TURF MATTING ON SLOPE
50
i ENCIE OUTLET (TYP.) PROPERTY BOUNDARY ` j ' j / f ---$ -� -- ---A - 5
1 1 J l EX. SANITARY SEWER
' E! 175t (�
/ lrs Op IT J 1 1 6'TYPICAL EX. STREAM LINE
TSSB #1
Dim 66' x 16' (TYP.)
�i _ TDB _ „B2„
TEMP. SEDIMENT rT4, p° 1 WI TURF MATTING REQUIRED ALONG FNTIRF,
SKIMMER BASIN I - � E/ _ SILT FENCE uIVERS[ON aLRMwr ., Ex-wATERMAIN
Ij LENGTH OF TDB-B2 (144 S.Y. MAX) (TYP.) � ROLLMAX SIsUTEMPURARY
W/ Baffles equally spaced v t SSp (TYP.) *7 DAY STABILIZATION REQD \ r1 I'[ T REINFORCEMENT NIATTING
RETAINING WALL
at 16.50 ft. FI 179 ` 6 `
o "4 ao 1 so 1,>9
780 �s / I I RIt=1NF CED .�I T STORM DRAINAGE LINE
/ 1 \ FEJYCE ITLET!(P11 - \
1
LIM TS (T
7i�S•pQ
PROPERTY
BOUNDARY 2 �89
i �90 i
1 }
Lb v -
TDR _ "At"
W! TURF MATTING REQUIRED ALONG ENTIRH
LENGTH OF TDB -A 1 (313 S.Y. MAX) (TYP.) m I 9
! 5.D
OUTLET-3 �\ ` `SILT FENCE ✓ 1 `'
_ _ _
Sp !S CHECK DAM (TYP.) \ i >> \ (
as I
l �8� r�s \ PONFO ?CCED SILT \ \ )
,f$a 80 '\ \ ,\ \�ENGF OUTLET .)
r ' 190 -1,9 TDB - "B 1 1h4 ' *7 DAY STABI� TION REQD \ \\ \ \- 1 \ ` ( 1 PROPERTY` \
*7 DAY STABILIZATION REQD \4 �- 1e 1 6S l \ \ '\ ` Sl 11 r CE r ` \ \ I BOUNDARY
)\
CHECK DAM (TYP.) \ l
_ a8 CONS1RUAr-TIOly
7 \ LIMITS-(TYP.
P.
CONSTRUCTION SCHEDULE OUTLINE �
SILT FENCE T- W r y r J /� �- ~f - yam- SLOPE DRAIN TO BE USED TO DIV S-� _ 1 1
CLEARING, GRUBBING &MASS GRADING (TYP.) SITE RUNOFF. WITH A STAKE. Al' \ 4- '\ �� - , 7 \ .SILT SOCK
r co I EVERYIWOFLENGTD. \ \ 1
I � ! � (WATTLE) !
`�. � OWNER INFO: /
GROUND STABILIZATION
SITE AREA
STABILIZATION
EXCEPTIONS
DESCRIPTION
TIME FRAME
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES&
SLOPES
HIGH QUALITY
7 DAYS
NONE
WATERZONES
(HOW)
SLOPES STEEPER
7 DAYS
iF SLOPES ARE 10'
THAN 3:1
OR LESS IN LENGTH
AND ARE NOT
STEEPER THAN 2:1,
14 DAYS ARE
ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR
FLATTER
SLOPES GREATER
THAN 50' IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
WITH SLOPES
PERIMETERS AND
1LATTER7HAN 4:1
HOW ZONES)
I. Obtain all permits before beginning construction. - `D r / �� / �� _ ��� ��__ (T \ } , 5.D \ / , �7CM M B L C
2. Install gavel construction entrance at the location shown, then install all silt fences, silt - o -r �-- r �1
$m TDB - "CT' � � � � 62 � I
fence reinforced outlets, and silt socks (wattles) around the perimeter of the construction W/ TURF MATTING REQUIRED ALONG ENTIRE r- r �+ _ ��� - '` \ S.D
\ _ ( E �709 TH O RN G R V E A(�T
area. U - LENGTH OF TDB-C2 (93 S.Y. MAX) (TYP,) AYETTEVILLE 2830
3. Construct temporary skimmer basin #E (TSSB-I). *7 DAY STABILIZATION REQD O \ - 1 `_ `' \ \ Is" DIAMETER WATTLE (SILT SOCK) ` \
4. Clear and grub, strip topsoil, construct all primary diversion berms located around the site ` 1� 85 PERIMF I'F.R PROTECTION TO BE PIN#0408-86-92 111
4 _- \ �� USED. SILT SOCK TO BE TRENCHED _� I
perimeter, check dams, and armor the berms as noted on the erosion control plan with turf / / / 8S ` INTO EXISTING GROUND WITH DEED E D B OK 54fi4 PAGE 03�8
reinforcement matting. �, ' \T_ �� STAKES AT EVERY 8Fr. ,
5. Topsoil to be placed as necessary for future use on site. - s� / / \ (TYP-) I \
6. Continue clearing and grubbing of the site as necessary. r rg
7. Provide temporary seeding &mulching as necessary to stabilize the outer perimeter of the �� / '9$
site. ! r NOTE: TEMPORARY DIVERSION BERMS ON TOP OF ° ' I 1 IREINFORC D SILT 1
8. Seed and mulch all completed diversion berms within 7 days of their build completion. £ TDB - "F1"
BUILT UP SITE GRADES ARE TO BE USED TO / ' FE� CEOU LET (TYP.)
9. Continue mass grading the site while maintaining all erosion control measures and primary / *7 DAY STABILIZATION RE D j
CHECK DAM (TYP.) \ , �,, PREVENT EROSION OF LONG SITE SLOPES. BERMS / I , Q'
diversion berms during the site's grading as needed. Once site is built up construct all ]
secondary diversion berms on built up site grades to prevent erosion of long site slopes. Then // ARE TO BE BUILT AFTER MASS SITE GRADING OR AS / 0 1 \ HOR, DA7-
seed and mulch the diversion berms within 7 days of their build completion. Areas within / I �� I (rdgp�
Y / / REQUIRED. , ` 9� �� ` i1 1 C 5TRU�TION
re )
close proximity to TSSB-1 ato be graded last to allow for the prolonged use of skimmer 4 -� i 1 r r �� A 'i \ \LIMITS (TYP.
basin #1,(TSSB-1). % 1 TDB - "E1" 1
10. After completion of all site grading, re -spread topsoil, fine grade, seed and mulch all / + �� �� / eg ( r *7 DAY STABILIZATION REQD 1 ! 1 \ ' OWNER INFO: 1
disturbed areas by providing ground cover within 7 to 14 days per NPDES requirements. /m 11 a/ ` \ } - 1 \
11. Once site is fully stabilized, remove TSSB-1. Final inspection and closeout with NCDEQ �� V. 1\ - g \ / SLOPE DRAIN F. BE USED A DIVERT y TRU ON G PROPERTIES LLC / 1
upon the establishment of permanent oundcover and construction completion. I� 1 / } V V �_ [ J 4 SITE RUNOFF. WITH A STAKE AT 1\ 4 F 2543 RAVE N H I LL D R STE C
jl t 1
\ -1 ( \ EVERY 10' OF LENGTH. 4
P P gT p 1 I� ✓ It ~ • 1 R NCE OU �Er (NP.) 1
PIN#0408-95-6428 J
TDB - "C I" \ / TD _ i ` SILT FENCE PLAT BOOK 115 PAGE 0047
--� *7 DAY STABILIZATION REQD ` 1 � I � � (TYP.) I
/ l t \ \ DEED BOOK 11538 PAGE 0890 \
'*14 DAY GROUND -- L TDB _ "D2" , , I
L / STABILIZATION REQD (TYP.) ` \,
�- � WI TURF MATTING REQUIRED ALONG ENTIRE \ SILT SOCK
TEMPORARY SEDIMENT SKIMMER
BASINS
BASIN ID
TSSB-#1
DRAINAGE AREA (AC)
.83
DISTURBED AREA (AC)
.83
REQUIRED STORAGE VOLUME
(CUBIC FEET)
1,496
REQUIRED SURFACE AREA SQ. FT.
1013
AVG. LENGTH
66'
AVG. WIDTH
16'
DEPTH
2.0'
ACTUAL SURFACE AREA SQ. FT
1,056
ACTUAL STORAGE VOLUME (CUBIC
FEET)
2,112
TOP ELEVATION ( ALL ELE. IN FT)
175.50
EMERGENCY SPILLWAY ELEVATION
174.00
S.A. ELEVATION
174.00
BOTTOM ELEVATION
172.00
SKIMMER SIZE (INCHES)
1.511
SKIMMER ORFICE SIZE (DIAMETER)
(INCHES
8"
EMERGENCY SPILLWAY WIDTH
(FEET)
12'
Q=CIA (C-0.5, 1=7.5) (CFS)
3.12
LENGTH OF TDB-D2 (41 S.Y. MAX) (TYP.) 1 \ I'-_,1 1 (WATTLE) '�-
} *7 DAY STABILIZATION RE 'D i l 'o �o n� l (TYP.
SLOPE DRAIN TO BE USED TO DIVERT
CONS U ION / I / jf1 / / SITE RUNOFF. WITH A STAKE AT ` j1 1
f LIMIT (TYP. / l �r �� \ �� EVERY 30' OF LENGTH. I \ ` \. 1 1 RE�NFO CED SILT y ��
I I r \ \ / ' T D - \ ; > 1 !FEN' E OyUTLET (TYP.) \
OUTLET-1
f \
l `/ / \ i * TDB _ "D,,.
7 DAY STABILIZATION REQ'D % , 1 , Is" DIAMETER WATTLE (BILE SOCK)
PFRIMETER PROTECTION TO BE ll \
USED. SILT SOCK TO BE TRENCHED ,
BVTO EXISTING GROUND WITH �--~ \, PROPERTY
! w r94 / \ \ 1 I \ STAKES AT EVERY M. \ \ 1OUNDARY
i { SILT FENC p SX �` \ \/ \ ` SILT FEE i ! 1
/ { (TYP.) 1 J 1
/ 1 C� '_ \ / ��• r ` \ ` 4 (TYP-) 1 \
/ \ w \ �` SILT SOCK \ \ C
PROPERTY w 4 1
\ \ BOUNDARY _\ EX '� 'sg �1 h (wTTY-P)
�BPV
C
�uvkoRCED r
SILT FENCE -
\ (TYP.) ` Q' �TEMP. GRAVEL CONST. ENTRANCE r' ` \ FE14 �Q6•TLET_-
r / I yp, GRAVEL BERM ACROSS R/W \ �� o _
(TYP.) 1 L (TYP.)
CONSTRUCTION
/ \ ; l ! SITE LIMITS OF
J �
CONSTRUCTION-
-
r� f-yw�FX \ (1.52ACRES) Ex.s'
SILT FENCE
v •" C{� /7,�A Y -SILT FENCE
EX, TQ![I'/ CB ` r- r_ f _ TYP. 4 SILT FENCE / / (TYP.)
` M
- (TYP.) (TYP.) M \ \ HO 192.8oq, PROPERTY \
GRA TE 192.269 i� ��w µ ( \\M M `BOUNDARY
INV 15" RCP IN 185.423
i VA, /
' � � 1 \ .5 1 .� • 4.
drawn by
L.S.
checked
MKR
reviewed
MKR
date
JAN 2023
job no.
22-2919-01
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Field Book No.
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SHEET
1 of 4
EROSION -CONTROL -PLAN -MASTER