NCC214884_Site Plan or Location Map_20210831

w
IN A
E C ICKEN \ 18 I 1 T CHUR
1 C00 O 1 9) ` — \ . 36 PG. 35 \ PIN 2735-93-5951 \ \ gyp/ /
/ o /\ S '39,5�„E �\ \ M A WOODS Cl/ 1-1\'` /
�� o \ \\ o . 16 PG. 1362
697(7' (T TAL) \ '�_� `\ (46. 1' 4,1
1 BREAKS IN DITCH. N
APPROX NUMBER \ \ c �) L PIN 2735-93-69
&SPACING�` o /� p \ \ CLO D R. BRADSHAW
\ \ L I 1 �� \ and S RAH BRADSHAW — /
D B. 1187 19 1165i
ROAD
SI
DIVERON I / CULVERT '/L ) ENOTRANCETION
DITCH \
J' Co
2
�Z<
S
SITE
�6GOAT FARM RD
LAKE RHODHISS mJ
J
O
c�
l \ \ / / \ \ \ ) I / o �\ I �� GRAVEL `\ \ — — / / / / 1 W
I _ / \ 1 ) Q (� — ' / / NOT T SCALE
EN RANCE \ I I 1 \\ ) \ 0\O �-1160
NEW DISTURBED AREA j �a
APPROX. 1.0 ACt I 1 1 J ) \ \ \ \
1 \�\ c 1 � � �� �i �� PR\JP � \\ —�
`EXISTING SILT FENCE
(
APPROX. \ \ PG. LOCATION) /
I ) 1 L Cl ) J \ ) I 1 1 LOCATION OF
i /1 / DISTURBED o t� f I I ) j FIREBREAK \\ \ \ \ \ ` // y� ` ( (/
0 AREA LIMIT
v
/ v L/
SLOPE DRAIN
TYP. OF 2
\3 NEW IS
FENCE
DOWNSLOPE OF
a 0 e C J ✓ / / / / a / DIVERSION DITCH ` / / /
00
J/—,00
L DISTURBED AREA
DISTURBED ��6�/ /// r
'OX. 3.8 ACt / / / / AREA LIMIT I I / I I I I / / \ o
o
NNE ) I \ 1 I I I
SEDIMENT BAFFLES �
EXISTING SILT FENCE I / / ELEV. =
TOP OF DAM I \ \ \ 1 ( 1 TYP. OF 3
I / (APPROX. LOCATION) I I \ \ 1 I C\
TYP. OF 3
I Imo/ TOTAL DISTURBED
APPROX. 5.0 ACt
v
r � �✓ � — �� o i , ( 1 II \ � � \ \ I 4" DISCHARGE PIPE \� I \` \ ) \ �J ``
FENCE ♦
1 l I I I I \ I \ \\ `41+
\ O APPROX. LIMIT OF
DISTURBED AREA / ) a DISSIPATING r \
l I 1
a
BOTTOM ELEV.
I
= 1143.00
\
(\114
4
\
TOP OF DAM /
ELEV. = 1151.00 /
/ SILT /
� FENCE /
` DISTURBED
AREA
0
0
RIP -RAP
SPLASH PAD
L7
\
1
1
WEIR \
so
1. SITE IS IN CATAWBA RIVER BASIN. NEAREAST STREAM,
STAFFORD CREEK AND CLASSIFICATION IS WS-IV;CA.
2. SOIL TYPES ARE FaB2 & FaC2. ERODABILITY CLASS i >
15.
PROJECT NARRATIVE
/ THE PURPOSE OF THIS WORK IS TO PROVIDE
MAINTENANCE DEVICES TO PREVENT MATERIAL FROM
LEAVING THE SITE, TO PROTECT DOWNTREAMS, AND a ( J / % /
PROPERTIES. THE PURPOSE OF THE LAND DISTURBANCES
IS TO PROVIDE PASTURE LANDS FOR AGRICULTURAL
PURPOSES.
/
BA SALE
DESIGNED MAW
DRAWN MAW
CHECKED RHW
PROJECT MAW
MANAGER
,,•`C4��.,,,
°°°�s si°°° °� ,
=a°0F °� < ,
= S L
=�. '
% °NEF°�� �:
�� �`� 07/29/21
WRIGHT & ASSOCIATES
ENGINEERS & SURVEYORS
WRIGHT LICENSE C-4053
•
• 209 1ST AVE SOUTH
CONOVER, NC 28613
ASSOCIATES
[phone] OFFICE
Caldwell Timber Partners, LLC
1400 16TH STREET, SUITE 320
DENVER CO, 80202
PROPERTY ON GOAT FARM ROAD
CALDWELL COUNTY NORTH CAROLINA
NO.
REVISIONS
DATE
BY
/
DISCHARGE PIPE
\\
S
4*0
I \
\
NEW
\�
SILT FENCE
RIP
I
DISSIPATION
1
LEGEND
/
INLET PROTECTION, TYP.
— — DISTURBED AREA
/ -TDD TDD- TEMPORARY DIVERSION DITCH
/
I
880 EX. TOPO LINE
/
sso PROP. TOPO LINE
l
/
DRAINAGE CULVERT WITH
OUTLET PROTECTION
11
® TEMPORARY CONST ENTRANCE
/
TEMPORARY SILT FENCE (EXISTING)
/
SF —SF —SF TEMPORARY SILT FENCE (NEW)
COIR FIBRE BAFFLES
I
DISTURBED LIMITS
DATE: JULY 29, 2021
JOB NO.: 1531 -001
DRAWING
NO.: 1531001A
OVERALL BASIN PLAN
SHEET C 1

\ \ J �16
\ 4.00 1 / �1 59. 0 J 63. \ 6 00 - -
d � EXISTING RIP -RAP \ --.
I� 89.00
Qus .00 1
BREAKS IN DITCH.-
1 00 ` �L 9 \� .� \ \ 1 APPROX NUMBER \ \ \ cL' oo _ \ \ o
) ((�1 6.00 ) u91.00 \ \ SPACING \ \ %� � � Ju6s.o PIN 2735-93-69 �L6 .00 \ \ ou � _ -O 2 OML.00 1 \ ^1 /at / �/` ` 9.155.0o OL 3.0 \ 66.00 0o CLO D R. BRADSHAW
1188.00
ua6..00 l) v . o d o / PRl `� \ �,trs9.00 ° and BR 1A187 BPS D gH A
1185$b \ 1 1192.0o - - - \ TE DIRT ROgD \ l� tt70.0o
C .1185.00 ) .tt9aa0 \ < 0P O o a
116 00 Q19000 �9 .00 l ` ^8.00 / I , , \ °°
tt 0 l
LL9 .0 9z.00 C ^ � �"/' 0 1 L .00
L\i90.o0 .119z.00 dt9 �. � L % c�7 °� ( \ TEMP. \ \ -` -) \ SITE P 0 D S
L84.o� o1185.00 \ 1.00 T;','�,�� ` \ % / EXISTING at ( ) �1 CONSTRUCTION \ <
\ �yy��o1�192.00 `� J \ \ \ ( \ CULVERT 'IL ENTRANCE 00 ) \ �1 ��
LL89 0 \ L&2.00 / aL 0.0 I \2660.0 ` �1 73.00 OAT FARM R D
� J / L oo
1 6L9z.0o / / 1 I SITE I , - \ ) L 6 00 1 v4.00 �vs.00 _
\ t oo ` ,u9t.00 �`1a9o.00 Du o9 /✓ / / \\ ENTRANCE ) I i \ \ \ u6. 1 0o Q�� 117�t 4.00 1174.00 \ \
�J r �
- _ J
J lL 7500- 0
�1 87.0 0 8.00a�0 �\ RaP ptta 1 00 y� \
\ 1 J 4.00 LL76.00 Q
\ LLB oo L 0 1 00 \ L 77.NO \ J
\ °\ L 88.00 oLL9iooL.00 1191.0 �t 9z f P� o \ \ \\ 1 ( I 1 / \\ t \\ 1 \ �� \\ oLL
\ \ ) s ` LAKE RHODHISS m
\ LL9L. - 9z. o l91 / QR\J / \ - / \ I\ 11 I \ \ n r ' •0� 48. 0 \ \I n 58.00 \ � . 1tf�5\/
� / °1177.00
1186.00 I ei9t.00 lA0 tt8 0 _
I ctt90.00 , \` L�0.00 1 t7a.00. 77.00 l tt77.00 tt777.0 tt77. 0
� � 1 \ � � \ tt .00 tt77.00 t77�qp u
tt .00/ �89. / \ I I \
1190. '� / ( I 1 / 1 � 1 \ EXISTING SILT FENCE , / I � tt7 �J11 7.qo 1 v
i p1190.00 . 191.0 APPROX. LOCATION I
/ I ( 90.00 \ � � / \ 1 � i \ I 1 � APPROX. \ \ 1 ( ) ( SJ �ii 77.0o I \
�1 �s LOCATION OF ` 7.00
FIREBREAK \ \ \\ \ / 1 \\ \\ \ =,1L77.d1177.00
LL87.00 9.00 att89.
/ � � DISTURBED / �t.00 � ) \ \ � � 1 -� � 73. ,tt7 .00 , tt76.00 / (
/ t 4.00 ` o11a6.00 `i`�o.00 a9.00 �yts9.00 AREA LIMIT 1
1.Op / l I J J \ \ 1 \ \ 1 1176.00 / 451175.0 ( l 11 1 y I 1
alea.00 (��i �.00 / 11 . o / / 11 3.00 14 \ \ L 1 1 \ N T TQ S AL I
LL91A101Q�°�/ ,� Lr17a.00
1190.Oo 1188. \� I L .00 l / 1 l
735 93
.11 0.00
I / tt9a ao^ O tt�888 a n / \
�11�a.000 190I00 / / / / \ \ \ \ \ 6. \ b.B. 21 G. 1208 / 1
/ `1 \'0 �L9t.00
LL .00
) a1190.00 - /
011 .00 \ \ / , 115.00
o v \ I
l �185.0 ° �) J/� 51. l)
i rLL88 ° O L90.00
( ( �1189.00 \ 1 ?
/ 1
(jLZ31an.00
\\rr \ \ 115 .00
I\ a1189.00 01189.00 38.00 1
L �se.00 d1 1 f1 / /� // �1,�60/
`\ (\ ARE%LIMIT 7,6o
a117�oo C\ �7. C1�s.00 // �5� /l J \\ I % I I I ` oL6s 6e.00 \\ PATRICK L. BRA HA /
(�t69.0 <� D.B.
� Y69.00
o °o
Ij
L�3 .0 \ 1 I I ) 1 \ L_166.00 / / > ( J aiT45A6.�
�
�L83.0 .\-- j l LL;5 o�
114.00 if\r � �` .10.0 ��.00
aL 3.00 \ / \ 116 .M8.00
LL48.00
rlt I \) 4.0 J \ ( / / / ) 4 tl'a9.00,� ` \ \ \ \ \ ` ( 67.0 r , /� �\ \ �3.00 �161.00 / I "/
1 \ I \ / I \1169.00 \ \ \ 1 I I �L 70.00 ` 91170.00 \ \ \ �t6 0 att�,5.(�11 5.00 .1 2.fa115 0
2.00 `>
z.�. /
f
% L73.0 \ ` \ ) .1170.00 01168.0 /
-1158.00
5800 11 °
r I °1177. 0/ J J j \ \ 1
dts C�PT oo Ltss.00
0100
17400 ` \ 6117.00
/ �174100'4.00 e117 .0 �/LL77.00 LL76. 0 ( l
1176.00 � r l r/ 1 / \ ) I I ` \ \ \ \ / / W
1176}�,,pp0.0.1
79.0 tt 7.0 / �73.00 �1 73 0 / J V
1
1174.00 ` \ \\ I / / / I ! / / J / ) I I I I I 1\ \ \ 4.00 p ll 5. a1159.00 1 /
C1175.7�0 ` I � � _tL75A0 f
117 .06 a171.ov1 LL55.00
/ ` 4.00 ` / / LL64 0 J / / / / / Ul 8.00 I / f I l \ \ / / \ \ \ \ 1 k�1S$N14(l l•00 ( \ \ 111 5.00
�
1160.00 / I / -\� \ \ I Q U"
0 ) I / I I \ �- / l \ a156.0 1158.00 / [�f --�/�I ^. \
1 f
�170.0
1156.00 J157.0 ) L
nn11157.00 Ln LL56.00 � �' 1 00
1 4.00 eLL65AG 11 0 \\
\ \ \ (1165.0 . 11 9.00
/ / 1 0 / / \ J / / .� , ( I 1 \ \ - ,i - / \ - 6.00 1164. \ 68.00
* 00 \ ` \ 1 1 \ \ 1 I \ 116z 00 i LL67.
O'3.00 ( 01156.00 \ 61154.00 \ / 116300 a1168. 0
t4 .00 / / / / \ - 156.00 156.00 I I
/ ((J ott7.00 Qt 7a 0 ) / e1162.00 / _ _ / o �� o 015.00 l
1166.00 �1167.00 /
( \ ^ LL60. 0 [E168.00
a 3.0 -___�\ 116100 (� i
a116.0 61154.00
/ ^ / / , I / / i I / ` l � / J / \ \\ � ; \ �, � � � � \ o 00 - �l � ( a \l \\ \\ \✓,� 11 LEGEND
/ 1 7 00 / 115a.00
p1 7 .00 1173.0 / ) J! / J / / d1 e.o \ \ \ \ INLET PROTECTION, TYP.
/ 1173 0
DISTURBED AREA
�
- L Z' �cj \ \ \ -TDD TDD- TEMPORARY DIVERSION DITCH
r_ ; / J 1 ` / l ` I I I ( \ t ( I 1 \ \ 133 0 / / / \ ��" �p�` \ \ \ \
3 g.4 Cj \ \ \ \ 880 EX. TOPO LINE
/ \ d>16� 00sso PROP. TOPO LINE
172. J� Q7z 0 f I � / � � \ � 1 I , ( \ , I \ � ` /� / , � ,/ , J � 1 PG� \ \ \
/ I �) I lr / / 1^ / ^ / - \ \ so.o \ \ OUTLET PROTECTION
r � � / � � � � \ DRAINAGE CULVERT WITH
\ / L�iL.00 / ► ) ) r � I ( ) ) / / / , 11 .0 . \ a. \
J I / ) I 1 \ \ I \ J \ ( I J/ // OLL60. / \\ �\ \
TEMPORARY CONST ENTRANCE
uso.00
�° � \
TEMPORARY SILT FENCE EXISTING
( )
i \ / 1 >>_5_0SF-SF-SF TEMPORARY SILT FENCE (NEW)
u7 .00
COIR FIBRE BAFFLES
\
LL7z.00 / / / I \ \ I I / L 620 63. / LL68.Oo 1\ \ DISTURBED LIMITS
0 0 \
,,N"Cq�R.,,, WRIGHT & ASSOCIATES Caldwell Timber Partners LLC DATE: �uLY 29, 2021
DESIGNED MAW :,31-001
�O�Q��SS�o a �� ENGINEERS & SURVEYORS JOB NO.: 15DRAWNG
DRAWN MAW LICENSE C-4053 1400 16TH STREET SUITE 320
_ °° II
CHECKED RHW _ o S ° • NO.: 1531001A
a • 209 1ST AVE SOUTH DENVER CO, 80202 EXISTING GRADES AFTER REMOVAL OF BASIN
PROJECT MAW � CONOVER, NC 28613 PROPERTY ON GOAT FARM ROAD
MANAGER °�G/N%�: ASSOCIATES
�� �`� 07/29/21 [phone] OFFICE
NO. REVISIONS DATE BY CALDWELL COUNTY NORTH CAROLINA SHEET C2

BAFFLES WITH METAL POST,
TEMPORARY SEEDING SPECIFICATIONS
FOR LATE WINTER AND EARLY SPRING
SOIL AMENDMENTS:
SEEDING MIXTURE
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
RYE (GRAIN) - 120 LB/ACRE
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE
MULCH:
(OMIT ANNUAL LESPEDEZA WHEN DURATION
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR MULCH
OF TEMPORARY COVER IS NOT TO EXTEND
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
BEYOND JUNE
ANCHORING TOOL.
MAINTENANCE:
SEEDING DATES:
REFERTLIZER IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
JAN. 1 - MAY 1
FOLLOWING EROSION OR OTHER DAMAGE.
FOR SUMMER:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
SEEDING MIXTURE:
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
GERMAN MILLET - 40 LB/ACRE
A SMALL -STEMMED SUDANGRASS MAY BE
MULCH:
SUBSTITUTED AT A RATE OF 50 LB/ACRE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
SEEDING DATES:
ANCHORING TOOL.
MAY 1 - AUG. 15
MAINTENANCE:
REFERTLIZER IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
FOR FALL:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
SEEDING MIXTURE:
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
RYE (GRAIN) - 120 LB/ACRE
MULCH:
SEEDING DATES:
APPLY 4,000 LB/ACRE STRAW.
ANCHORING TOOL. A DISK WITHConstruction Sequence
AUG 16 - DEC 31
ANCHORING TOOL.
REPAIRNAND BREFERTILIZE DAMA 1. Call Asheville NCDEQ to schedule preconst
IN F IT IS NECESSARY
WITH A50 LBI/ACRE KOBE LESPE 2. Install construction entrance as shown on
PERMANENT SEEDING SPE 3. Install Ditching, Silt Fencing as shown on p
4. Construct Erosion Control Pond and Skim
FOR LATE WINTER AND EARLY SPRING
SOIL AMENDMENTS:
SEEDING MIXTURE
FOLLOW RECOMMENDATIONS OF 5. Install Pond Baffles.
LIMESTONE AND 750 LB/ACRE
6. Seed and Mat Downstream Side of Pond D
REBEL FESCUE - 300 LBS/ACRE
MULCH:
STRAW. 7. Call Asheville NCDEQ to schedule ins ecti
APPLY 4NG p
TOOL.
ANCHORING TOOL. A DISK WITH
ANCHORING TOOL. 8. Begin Demolition & Clearing
DATES:
MAINTESEEDING
REFERTLIZERIFGROWTH IS NO 9. Seed & Mulch Remaining Disturbed Area.
JAN. 1 - MAY 1
FOLLOWING EROSION OR OTHER 10. Notify Asheville NCDEQ that site has been
FOR SUMMER:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF 11. Once site has been stabilized, remove rem
SEEDING MIXTURE:
LIMESTONE AND 750 LB/ACRE
REBEL FESCUE - 300 LBS/ACRE
12. Remove Remaining Erosion Control Meas
BROWNTOP MILLET - 35 LBS/ACRE
(A SMALL - STEMMED SUDANGRASS MAY BE
MULCH:
APPLY 4,000 LB/ACRE STRAW. 13. Schedule meeting with Asheville NCDEQ t
SUBSTITUTED AT A RATE OF 50 LB/ACRE
ANCHORING TOOL. A DISK WITH
ANCHORING TOOL. 14. Fill the basin using on site soil material,
SEEDING DATES:
MAINTENANCE: existing grades surrounding the basin t
MAY 1 - AUG. 15
REFERTLIZER IF GROWTH IS NO
FOLLOWING EROSION OR OTHER immediately permanently stabilize the are
FOR FALL:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
SEEDING MIXTURE:
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
REBEL FESCUE - 300 LBS/ACRE
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR MULCH
SEEDING DATES:
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
AUG 16 - DEC 31
ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NOTROGEN
IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH
WITH 50 LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
mer.
on
ures.
o
WOVEN WIRE FABRIC BACKING
SEEDBED PREPARATION NOTES:
AND COIR FIBER NETTING
TOP OF DAM
1. Surface water control measures to be installed according to plan.
TOP 1151.0' RETRIEVAL
(TYP.) _
2. Areas to be seeded shall be ripped and spread with available
WEIR 6„ 12" ROPE
=1n=111
topsoil 3" deep.
III=III=III
3. Loose rocks, roots and other obstructions shall be removed from
PROTECT WEIR WITH FILTER
-
the surface so that they will not interfere with establishment and
maintenance of vegetation. Surface for final seedbed preparation,
FABRIC AND RIP RAP=111-
LINE WEIR WITH RIP RAP
_
Cn
-III III -
at finished grades shown, shall be reasonably smooth and uniform.
- -
FILTER FABRIC
o
Cn
LL I-
-III=11-
-III=1i- INLET PIPE
4. If no soil test is taken, fertilizer and lime to be according to seeding
will TOP OF DAM=III
L
=III=' TO BE INTO
specifications above. In addition, provide 15 lbs./1000 s.f. of super-
_ - - - - - - - -
OUTER CHAMBER
phospote.
-1j1=III=III=III=III=III-III=III=III=III-
4" PVC
5. If soil test is taken, provide fertilizer and lime according to soil test
-'II=III =111 iIIIIITI-Iillll ;,ill =111 1111= - - - -
- - - - - - - - - -
- - - - - - - - - -
- - - -
_ FILTER FABRIC
report.
_ - -I - --------------------
I
6. Fertilizer and lime shall be applied uniformly and mixed with the soil
-I
I1=III-- - -"I-III-IiI-
DITCH AND BURY
"'-III-III- -'
during seedbed preparation.
FILTER FABRIC -IjI-- _
LENGTH
7. Additional erosion control measures may be required depending on field
=III -II 1=1i _. FILTER FABRIC EDGE 5'x3'x18"
conditions.
-111_ MIN. 12" OF FABRIC
WEIR LENGTH ( ) 6" STONE APRON
8. Mulch to be tacked or mechanically tied down within two days after
BOTTOM 1145.0
mulch is spread.
SKIMMER BASIN CROSS SECTION
BASIN #1: 10'
WEIR CROSS SECTION
ruction conference [phone].
MAINTENANCE
Sheet C3.
INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL.
Ians. Sheet C1.
REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE
DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR NETTING.
am Slopes.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE
of installed devices.
IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
PVC VENT
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP
EARTHEN
EMBANKMENT
PIPE
stabilized
IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
aining erosion control devices.
EMERGENCY SPILLWAY
finalize site.
WATER ENTRY UNIT
III
SCHEDULE 40
PVC
FLOAT
bring to finish grade in compacted 8" lifts, and fill to
WITH TRASH SCREEN FLOAT PVC VENT
III
PIPE (BARREL
❑R
:E=:=PIPE
ARM)
o ensure that there will be no ponding areas, and
IIIIIII
a disturbed due to fill the basin.
FLEXIBLE
III111
HOSE
000 000 _
OOOOOOOOO
�• J
.a
P❑TENTIAL H❑R PIPING =
CAN OCCUR. PROPER
❑RIFICE ❑PENING INSIDE
DESIGN TO MINIMIZE
THE H❑RIZ❑NTAL TUBE WITH
WATER ENTRY UNIT
DISCHARGE AROUND PIPE
A CONSTANT HYDRAULIC
GROUND COVER REQUIREMENTS:
SITE AREA
STABILIZATION TIME FRAME
STABILIZATION EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH
AND ARE NOT STEEPER THAN 2: 1; THEN 14
DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH
ALL OTHER AREA WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
HEAD MUST ❑CCUR,
END (
VIEW T❑ THE4
x DEPTH
FLOAT OVERFLOW
SCHEDULE 40 PVC PIPE MINIMUM LENGTH APPLIES
(BARREL OR ARM)
DISCHARGE PIPE SIDE VIEW MAINTAIN DEPRESSI❑N TO
HLEXIBLE MINIMIZE CHANCE OF
HOSE SCHEDULE 40 4"0 (N❑ SCALE) SKIMMER BEC❑MING STUCK
Construction Sequence
1. Call Asheville NCDEQ to schedule preconstruction conference [phone].
2. Install construction entrance as shown on Sheet C3.
3. Install Ditching, Silt Fencing as shown on plans Sheet C1. �S
4. Construct Erosion Control Pond and Skimmer.
5. Install Pond Baffles. oR
6. Seed and Mat Downstream Side of Pond Dam Slopes. / �E F BAFFLE, TYP.
7. Call Asheville NCDEQ to schedule inspection of installed devices. MAINTENANCE.- p�
p INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE A FT�'�iy SG
8. Begin Demolition & Clearing �EAR,NY RD�ECOMPOUIRED �EPAOR BECOIRS DE /NEFFEC�VE,DREPLACE THE �TCPROMP OF A BAFFREMOLE OE APSE �sTFF�� �PS�� 0�
10. Notify Asheville NCDEQ that site has 9. Seed & Mulch Remaining Disturbed been stabilized HESED/MENT NEXT RAIN A/TS AS NECESSARY TO ND TO REDUCE PRESSUREVIDE ON THEQUATE BAFFLES.ORAGE TAKE CAREMTO AVOID11. Once
DAMAGING THE BAFFLES DURING CLEANOUT SEDIMENT DEPTH SHOULD NEVER EXCEEDHALF THE 5�
EA HAS
12. Remove Remaininte has g Erosion dCo Control Measures. ove ng erosion control devices. 36" BEEN PROPERLY NSTABILIZED, REMOVE ALL ED STORAGE DEPTH. TEBAFFLE MATERIALS R THE / AND NG RUNSTABLE AINAGE RSEDIMENT
PO�PR�
gFENCE AND AND STABILIZE l BRING AREA TO GRADE, T
13. Schedule meeting with Asheville NCDEQto finalize site. FABRIC BURIED DEPOSITS,
14. Fill the basin using on site soil material, bring to finish grade in compacted 8" lifts, and fill to IN TRENCH S APR
existing grades surrounding the basin to ensure that there will be no ponding areas, and TOP OF BAFFLE SHOULD
BE 6" BELOW THE TOP
immediately permanently stabilize the area disturbed due to fill the basin. �OF THE SLOPE
CLEAN OUT WHEN
SEDIMENT REACHES '
THIS LEVEL
24"
8'X6" TRENCH
BACKFILLED AND INLET ZONE
COMPACTED 25% OF SURFACE AREA
FIRST CHAMBER
2 25% OF SURFACE AREA
CONTROL BLANKET Fy�T �R� SECOND
25% OF CHAMBSURFAER AREA
z BAFFLE INSTALLATION - STEP 1 ti �Fp�P���
WRAP POROUS MATERIAL, 700 g/m
COIR MATERIAL OVER THE BAFFLE.
THE BOTTOM AND SIDES OF THE FABRIC SHOULD
BE ANCHORED IN A TRENCH.
DO NOT SPLICE THE FABRIC, BUT USE A CONTIUOUS OUTLET ZONE
PIECE ACROSS THE BASIN TEMPORARY SILT FENCE 25% OF SURFACE AREA
BAFFLE INSTALLATION - STEP 2 AT TOE OF SLOPE
,S'EDIMENT BASIN BAFFLE..'S.'
NOT TO SCALE
,,.�\A C/IR.,,, WRIGHT & ASSOCIATES Caldwell Timber Partners LLC DATE: �uLY 29, 2021
DESIGNED MAW `� o o��sS� o0',� ENGINEERS & SURVEYORS JOB NO.: 1531-001
` O F � O �o <WRIGHT DRAWN MAW :=oo o ti o LICENSE# C-4053 1400 16TH STREET SUITE 320 DRAWING
CHECKED RHW _ S - • NO.:1531001A
00 • 209 1ST AVE SOUTH DENVER CO, 80202 DETAILS
PROJECT MAW ,�� ��o�°� CONOVER, NC 28613 PROPERTY ON GOAT FARM ROAD
MANAGER / /NE o ���.
ASSOCIATES
;� I /���WR� [phone] OFFICE
N0. REVISIONS DATE BY ���""�� CALDWELL COUNTY NORTH CAROLINA SHEET C3

NO.
BOTTOM STR/
MIN. #10 GA
NOTES:
FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
FILTER FABRIC SHALL BE MIRAFI 140 FABRIC OR EQUIVALENT.
STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF —FASTENER ANGLE STEEL TYPE.
SILT FENCE SHALL BE PLACED 10' OFF TOE OF FILL SLOPES
11— 1-1— mini 11 1 /n n i ran —AN— mini II — n 1 1—
GAUGE
FILTEE
E
MAIN TENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAIN
REQUIRED REPAIRS IMMEDIA TLEY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.
TEMPORARY SILT FENCE
2'
TOP RIM OF DITCH MINIMUM
1--1
18"
STEEP CUT OR FILL SLOPE
` 2 : 1 SLOPE
(MAXIMUM)
6'
TYPICAL
NOTE:
CROSS SECTION A —A STABILIZE DIVERSION DITCH WITH TEMPORARY
SEEDING AND EROSION CONTROL NETTING.
SIDE SLOPES
2 : 1 (MAXIMUM)
STEEP CUT OR FIL
MAINTENANCE. -
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS
AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL
GROUND LEVEL AND APPROPRIA TEL Y STABILIZE IT
REVISIONS
DATE I BY
2' MIN.
TEMPORARY DIVERSION DITCH
DESIGNED MAW
DRAWN MAW
CHECKED RHW
PROJECT MAW
MANAGER
8" MIN. THICK
2"-3" COARSE AGGREGATE
STONE.
50'
EOTEXTILE FABRIC
SEDIMENT FROM THE 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. IMMEDIA TEL Y REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
,'till IIII,.,
0° i aF�s so� a <'
_zo -9° _
7 °
Ago °
o
°/NEB°����
CONSTRUCTION ENTRANCE
STABILIZE
OUTLET
METAL POST
(TYPICAL)
24" PLASTIC CORRUGATED PIPE
10' SPP�
III —III —III —III= II —III —III —III —II
III —III —III —I —III—III—III—III—
I
4' MINIMUM
LEVEL SECTION
SLOPE 19"RAI.1'S
NOT TO SCALE
NRIGHT & ASSOCIATES
ENGINEERS & SURVEYORS
LICENSE# C-4053
209 1ST AVE SOUTH
-.ONOVER, NC 28613
[phone] OFFICE
#57 OR #5 WASHED STONE
NOTE:
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES
STEEL FENCE POST
WIRE FENCE -
HARDWARE CLOTH—
#57 OR #5
WASHED STONE
FLOW DIRECTION
cInF \/IF�n1
4' MINIMUM
N
GRADE
�T—SECTION
111=11 d 1w
J
z_
SEC TICK VIEW
OUTLET
STANDARD T—SEC TICK
PLAN VIEW
Caldwell Timber Partners, LLC
1400 16TH STREET, SUITE 320
DENVER CO, 80202
PROPERTY ON GOAT FARM ROAD
CALDWELL COUNTY
NORTH CAROLINA
00
o° )o
)o 0
SILT FENCE FABRIC
ON WIRE FENCE
r
0 �0(4���0Q0 000 O O Q��y'y� pq,('y��yp o° 00
�� 608 COOQOgO'o.„ Oo�o °°V UQ�d'°O p`�i%° °�0 °°°(Oo(� Op
8 pp'' O°oc,
°0p a° °000 �1 y 600
o ' °o
0 °o �op�oQ O o
00. °pnCJ Q0 aQ ° o
°° °QpU9a�CY°"ido'O°Gp0 0 °
_ ° oo°°oapo$cpp,�o°O p ° ° 00
Oo°o�Qoo°o oa o_ .Pc�O�_oo __, 0 --
-HARDWARE CLOTH '—STEEL FENCE POST
ON WIRE FENCE
PLAN VIEW NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1 /4
ACRE AND THERE IS A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
STEEL FENCE POST SET
non ...... n' n" nnnor
FRONT VIEW AND SILT FENCE FABRIC 8^INCHES INTO
THE TRENCH
STANDARD SILT FENCE OUTLET
NOTES:
1. TEMPORARY DIVERSION: GENERALLY, USE AN EARTHEN DIVERSION WITH A DIKE
RIDGE TO DIRECT SURFACE RUNOFF INTO THE TEMPORARY SLOPE DRAIN. MAKE
THE HEIGHT OF THE RIDGE OVER THE DRAIN CONDUIT A MINIMUM OF 1.5 FEET AND
AT LEAST 6 INCHES HIGHER THAN THE ADJOINING RIDGE ON EITHER SIDE. THE
LOWEST POINT OF THE DIVERSION RIDGE SHOULD BE A MINIMUM OF 1 FOOT ABOVE
THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY ENTER THE PIPE.
2. OUTLET PROTECTION: PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION.
3. MINIMUM OF 10 INCH PIPE OR GREATER BASED ON AREA OF DRAINAGE.
DETAILS
DATE: JULY 29, 2021
JOB NO.: 1531 —001
DRAWING
NO.: 1531001 A
SHEET C4

NO.
REVISIONS
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
❑NSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
A
0 CD C D O O SANDBAGS (TYP.)
O O OR STAPLES
LO MIL
O
SILT FENCE L:I PLASTIC SANDBAG S E(TYP.)
SIDE SLOP LINING OR STAPLS
O O (TYP. 0►//
oa o0
A
CLEARLY MARKED SIGNAGE SECTION A -A
�or
NOTING ➢EVICE (L8'X24' MINDNOTES
L. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR
SOLID REACHES 757. OF THE STRUCTURES
CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
SANDBAGS(TYP
OR STAPLES
10 NIL
HIGH
COHESIVE &
PLA ST IC
LOW FILTRATION
�� O"SOIL
.. - _
BERM
00
��SECTION B-B
SANDBAGS (TYP.) NOTES:
OR STAPLES 1. ACTUAL LOCATION DETERMINED IN
FIEL➢
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (L8'X24' MIN.) 2. THE CONCRETE WASHOUT
WASHOUT STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUI➢ AND/OR SOLD
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM
PLAN 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
DESIGNED MAW
DRAWN MAW
CHECKED RHW
PROJECT MAW
MANAGER
,��`N CA/��i�
O .
Coa�FESS%��a.�� •
- S o
a 7 ° =
°
.0. /<o�G/000 000000 i i l i R� ,
DATE
BY
WRIGHT & ASSOCIATES
ENGINEERS & SURVEYORS
LICENSE C-4053
209 1ST AVE SOUTH
CONOVER, NC 28613
[phone] OFFICE
Caldwell Timber Partners, LLC
1400 16TH STREET, SUITE 320
DENVER CO, 80202
PROPERTY ON GOAT FARM ROAD
CALDWELL COUNTY
EFFECTIVE: 04/01/19
NORTH CAROLINA
NCG01
DATE: DULY 29, 2021
JOB NO.: 1 531 -001
DRAWING
NO.: 1531001 A
SHEET C5

NO.
REVISIONS
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
IJ_1:19111
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART 11, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C. Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
DATE I BY
DESIGNED MAW
DRAWN MAW
CHECKED RHW
PROJECT MAW
MANAGER
J_1:19111
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
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WRIGHT & ASSOCIATES
ENGINEERS & SURVEYORS
LICENSE# C-4053
209 1ST AVE SOUTH
CONOVER, NC 28613
[phone] OFFICE
Caldwell Timber Partners, LLC
1400 16TH STREET, SUITE 320
DENVER CO, 80202
PROPERTY ON GOAT FARM ROAD
CALDWELL COUNTY
NORTH CAROLINA
EFFECTIVE: 04/01/19
NCG01
DATE: JULY 29, 2021
I JOB NO.: 1531-001 1
DRAWING
NO.: 1531001 A
SHEET C6