SW8900905_APPROVED PLANS_19900912

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 qU qos
DOC TYPE ❑ CURRENT PERMIT
C'APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Z94� TYPICAL DRIVE CROSS SECTION ° c �+ . � :�cs MEUSE RIVER
a
_- 2 7 5 9 6 6 /.3Y 1407 s
�a a
WEYERHAEUSERr' COMPANY �_ 30 'E5'NT �D' ES' jYgr 44 321 hERR IMON 1316 3m9
S 55°40' 1 1 " E 93. 06' ` 3, -7 r 12' , ' r ' r oil,
__ F 131+
s 3 3 3 3 l E9 3 3 300
" 1317
�3 33• S 83°24' 19" E I80. 62' -
N 06° 56' 24" E 39. 46' 4
---------------
N 23°39' 31" E 71 . 45' 6 273 4p _
S 79° 29' 30" E 18. 59' \ ° Y J, ' _- Sl 'NHX. --
2A \ S 56° 41' 29" E 122. 9'
/ NHTx / 'NHX.
N 27° 49' 20" E 4 I . 07'\ � " D" / \�� rl
N 72645' 43' E 28. 21' \ / S 48 30 20 E 130. 69 / 1 `� O
N 50°46' 41 " E 46. 61'�. �T62 .. WL WL \l � ' i 3 :� 3. � ;j .. � ` / .�•. I 131s 9
G
N 10° O8' 33" W 39. 12' W WL
N 42°48' 16' W 20. 22'-�
S 86° 57' 38"W 83. 73'�� W \ S 33627' 10" E 153. 75' [?' Ve I1 h,
N 68° 31' 42"W 39. 44' \ LOT I I f � vxo/V� 'Ol
I'" /
N 20° 58' 26"W 95. 33'�' T6 1 7 J60 1 14. 3 ACRES UL , / 1300
N 596 1 3' 07"W 24. 49'- ' 1/ W \ \ EXISTING SOIL-BASE ROAD ,,,r,rr,r,,,, p/p SITE
N 35° 25' 27"W 51 . 73' .�- 67° / ,�` N GAR /,a/ Y
✓/ 12" X 30' CULVERT .•� 1 VICINITY MAP-NOT TO SCALE
N OB° 14' 14'W 48. 58' �� ' �� gQ. ,,O /q•� d��Q'r'GtgT R•�Q'•
N 04°30' I " E 51 . 27'- WL UL\ EXISTING 60' INGRESS, EGRESS, a UTILITY ES' MT. Z�Q O'
SE L
N 23° 41' 24" E 36. 78'� T, CHECK DAMS 4. 98,E `�9 L 9
N 1 16 43 44" E 40. 35' --� 1 UL /q e j� ,SyO ` J�
N IB°31 ' 43" W 72. 46 -� 20. 12' 431 311. s4' WL UL S WEYERHAEUSER COMPANY '�' lvV4 SEEDING SCHEDULE
N 0 I° 45' 4" E 43. 25 ,y"W- 45 I . 61' N 8 1°49 I I S 00° 46' 33\ S o
N 29 39' 39" E 55. 30'
WL 367. 93' LEGEND : SHOULDERS, SIDE DITCHES, SL OPES( 3: ! )
N 656 1 5' 08" E 48. 39' \ s' - _ n -6 INCH GALVANIZED NA I L
N 82° 10' 36' E 68. 44' W i WL UL /V 6 4/S 7 I UL 6/, F O-NEW IRONS DATE TYPE PLANTING RATE
w•4•#--� 2 �
MARSH 'S " 3 I UL +-NONMONUMENTED POINT AUG. 15-NOV. I TALL FESCUE 120 LBS. /ACRE
C UL 4/" S 4° M. H. W. -MEAN HIGH WATER L INE NOV. [-MAR. I TALL FESCUE 120 LBS. /ACRE
ly WL 2 S 64° 22' I2" E 66. 42' a ABRUZZI RYE 25 LBS. /ACRE
N 19° 02' 50"W 28. 93'--� / UL 98" / UL -UPLANDS
.y I/ a � UL UL >�, 1 MAR. I-APR. 15 TALL FESCUE 20 LBS. /ACRE
LOT lO wl / WL -404 WETLANDS APR. 15-JUL. 30 MULLED COMMON BERMUDAGRASS 12 LBS. /ACRE
N 286 39' 44" E 90. 85' 13. 3 ACRES / S 23° 09. 31"W JUL. 15-AUG. 15 TALL FESCUE AND 60 LBS. /ACRE
WL 87. 03' WL \ ***BROWNTOP MILLET 35 LBS. /ACRE
WL UL ***OR SORGHUM-SUDAN HYBRIDS 30 LBS. /ACRE
N 12' 50' 45' E 70. 76'
� W 32' DR l VE N B .t 2 WL WL � 145. I ACRES TOTAL
N 62°05' 33" E 67. 1 0'�- So' 58 06' W 548 UL S 07° 18' 6"W ky° WL WL 6.2 WOODED, WATERFRONT SLOPES ( 3: l TO 2 : l )
5N 21 ° 06' 09" E 23. 23'- y 532• j0 263. 74' A
I
WL LOT 6 \4
P w } 4 MAR. I -JUNE I SERICEA LESPEDEZA( SCARIFIED ) 50 LBS. /ACRE
N 10* 18' 34" W 38. 57'---� `sb° I n UL l 4. o ACRES �F' a
16. 22' WL / o, UL
;�: 3 ( MAR. I -APR. 15 ) ADD TALL FESCUE 60 LBS. /ACRE
N 376 47' 15"W 72. 88'�� _ 63 UL /I I WL ( MAR. I-JUNE 30 ) OR ADD WEEPING LOVEGRASS 5 LBS. /ACRE
v WL / o S SAID P-K NAIL MENTIONED BELOW ( MAR. I -JUNE 30 ) OR ADD MULLED COMMON 8 LBS. /ACRE
BEING 1 . 2 MILES FROM THE BRIDGE BERMUDAGRASS
N 26° 39' 40" W 112. 74' -� UL 2� 3 / /UL :r WL OVER BACK CREEK AS MEASURED IN A JUNE I-SEPT. 1 ***TALL FESCUE AND 60 LBS. /ACRE
o � EXISTING SOIL-BASE ROAD
P / WL •0 2 WIL2,`. y NORTHERLY DIRECTION ALONG N. C. S. R. ***BROWNTOP MILLET 35 LBS. /ACRE
N 15649' 45"W 51 . 22' / S 31 ° 52' 04"W 6" WL O` 1300 ***OR SORGHUM-SUDAN HYBRIDS 30 LBS. /ACRE
v' WL LOT 9 UL 0 /� / SEPT. I-MAR. I SERICEA LESPEDEZA 70 LBS. /ACRE
225. 90 UL WL zz ( UNHULLED-UNSCARIFIED )
N 32° 09' 04"W 44. 82 �• WL 10. 6 ACRES � u
° '� - ' 50' RADIUS WL , ( NOV. I -MAR. I ) ADD ABRUZZ I RYE 25 LBS. /ACRE
N 46° I I' 27' W 57. 32' � /
AND TALL FESCUE 50 LBS. /ACRE
BACK CREEK /' T59 n UL UL N 7/•3 UL S�2 /Z
N 57° 27 03"W 5 . 36'
N 76°09' 42" W 133. 21'�'T58-� \ " � 0.°Ck UL UL 4 33"k' 4 ho' WL 04 z
N 52° 49' 37' W 65. 25'� r79) 2 WL 76. g2, p^. 0 �� CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL
N 05°07' 16" W 10. 48 ' �' h h 2, 898. 21' ALONG EXISTING 60' INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED
«- p,� o' INGRESS, EGRESS, & UTILITY ES' MT. AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL
N 69° 48' S5"W 130. 48' \ WL „S� UL WL h g. S
p• r, `0 TO P-K NAIL IN C/L N. C. S. R. 1300 CONDITIONS, OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
N 456 16' 22"W 105. 35' f ,eS6 `76 s UL
X3, WL
' min N 17° 25' 21 "W 90. 45'� \ Rix WL WL a`V
LOT 7 "o- • e 9/ ***TEMPORARY-RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
a 2• F. VEGETATION. DO NOT ALLOW TEMPORARY COVER To GROW OVER 12" IN HEIGHT
9.min r' WL Q I2. 9 ACRES LOT 5 S 13° 1 , BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
N 26° 31' 47"W 86. 72'�
56. 13' WL .n 22. 7 ACRES Mry 2 1 7. 52' ,, WL
N 79° 27' 38"W 7. 67'-----,, D. LOT 8 �. ary `� �
Faber N 26° 06' 47" W 37. 94'-'� \ l 0. 0 ACRES WL WL /
•* N 34° 18' 19"W 34. 81'� WL `• UL UL '° / ^ v �h.y1 - -. ,SEEDING SPEC I F I CATIONS
0
N 1 7° 58' 04"W 76. 98' \ WL WL "�� n/°j ti
A %� I )CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOIL
Alh S 17° 54' 45"W
N 25° 14' 04" E 18. 18' -' W WL 74. 90' WL � CONDITIONS, IF AVAILABLE.
ClassAorB \ a" WL `0 2 )RIP THE ENTIRE AREA TO 6" DEPTH.
TT N 38°41 ' 11"W 80. 80' - a' 12" X 20' CULVERT 3 )REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
Erosion Control I WL _ i� UL h �� CHECK DAMS It REASONABLY SMOOTH AND UNIFORM.
Stone N 25° 43' 29" E 21 . 26'--' °' S 25°58' 50°W a ,7 4)APPLY AGRICULTURAL LIME, FERTILIZER,
?7 24"max h 192. 39' ,N .� M AND SUPERPHOSPHATE UNIFORMLY AND
Filter N II ° O8' 11 "W 72. 31' -� co WL \SHEET MIX WITH SOIL ( SEE BELOW*)
fabric at center a o -� WL 0) FLOW may. ti`ti 5 )CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM
i CHECK DAMS ti q SEEDBED IS PREPARED 4" To 6" DEEP.
N 32°37' 55"W 75. 56' --' .y WL w W T33 T3\ a WL 6 )SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
Section A-A N ,� T34 ' y EQUIPMENT OR CULTIPACK AFTER SEEDING.
v WL I T31 W T22 WEYERHAEUSER COMPANY 7 )MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
N 1 7° 56' 00"W 85. 33' W - T35 T23 49. 46' '�
Tao e a LU 8 ) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
Sr v WL T37 T29 g�2k T21 WITHIN THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER 60%
N 44° 28' 54" W 85. 28' O WL - DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING
CHECK DAM o w T38 r D 19 m DRIVE H" All
Q RATES.
N 09° 13' 44"W 38. 36'-+ W
� T52 z `'e N T19 ,, 9 )CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
N 46° 36' 23"W 20. 37'"W �, T5 1 W T39 ti T 1 8 ,..#,,,"e'' / N p FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
N 62° 28' 1 5"W 64. 57' r 1 7. 47' T40
200 O 200 400 600 N 5 1 ° 30' 09" W 30. 53' / j f �T 6ly ( WL 0 N *APPLY:
BACK CREEK S 89° 13' 22"W 10 1 . BO' % W W MARSH �a T 15 WL C37� -AGRICULTURAL LIMESTONE-2 TONS/ACRE
°1 -FERTILIZER-IO- 10-10 ANALYSIS AT 800-1000 LBS. /ACRE
GRAPHIC SCALE - I " 200' N 54° 24' 58" W 1 20. 26' / RR \0. WL WL ) 2 QO ' m
/ Al 'C WL ^ �, lie �%4 Q m C_ ix (2 U -SUPERPHOSPHATE-500 LBS. /ACRE OF SMALL
ANALYSIS.
N 3 1 ° 24' 58"W 33. 59' 'b / m m �,41 b� C2°, 0 i2Q2 `I• 2 -MULCH-2 TONS( APPROX. 80 BALES ) SMALL GRAIN STRAW/ACRE.
40 87' T43 �� s m • `9 Z -ANCHOR-TACK WITH LIQUID ASPHALT AT 400 GALLONS/ACRE OR EMULSIFIED
N 27°22' "W 89. 25' f 50 W T44 N W "T; o " ,i' ASPHALT AT 300 GALLONS/ACRE.
/ A5 f- WL io 1a�S G r 2:.ra
N 83°49' 38" W 47. 3 T4e a r46 T I
SEDIMENTATION AND EROSION CONTROL PLAN : N, 0' 31 ' 03"W 75. 018' • \ i:` q ro WL G
" N 52° 12' 52" W 53. 46' --- i
BA CK CREEK N 50°05' 19" W 82. 33' .i
DRIVE STEEL POSIT I$� INTO GROUND - 'ATTACH MIRE FENCE TO THE F NCE N 566 45' 5"W 88. 03'--� T9
AND EXCAVATE A bb % 6° TRENCH UPHILL , ..EXTEND THE BOTTOM OF THE FENCE G'
ALONG THE LINE OF POSTS. W000 POSTS INTO THE EXCAVATED TRENCH. N 25° 1 4' 54"W 54. 40' e6
PORTION OF CAR TERE T I ) 4 IN DIAMETER IIAV BE USED. N 31° 1 36" E 28. 13- 72. 26' \
� t` WL
N 29° 37 40"W 67. 4 I'---' S 4 1° 25' 1 " E 207. 32' COURSE BEARING D I S TANCE
-
MERR I MON TWSP. , CAR TERE T COUNTY, N. C, MAX. 10' N 35° 2 1 ' 48"w 1 04. 35' W ao�9 UL WL L / s 22°47. 55" w I3 /. 08'
BETWEEN y ' ' .SO.00 " A" L 2 S 27°30' 36" W 123. 52'
• N POSTS .,° ° S 50°24' 06•W 133.24' p
SCALE • l = 200 DATE : SEP TEMBER 4, I�90 L 3 s 27 30' 3s" w I28. oo'
N 48° 10' 13"W 65. 96' SILT FENCE S 39°37' 46" E 77. 44'
T7-i t 55. 30 UL LOT l W � L4 N 76632' S0" W /06. 43'
*Iow l TB
W 14. I ACRES
6• N 37°00' 56"W 1 2 1 . 78' o
6e ° UL UL
ATTACH THE FILTER FABRIC TO THE WIRE �BAOKFTLL THE TRENCH AND COMPACT N 2 I° 25' 37"W 66. 40' ----�
FENCE ANQ EXTEND THE BOTTOM OF THE THE-SOIL FIRMLY TO ANCHOR THE �_ WL
OWNER FABRIC bO INTO THE TRENCH, BOTTOM OF THE SILT FENCE SO TWAT h� ary W S ° 18' 28"W 295. 43'
RUNOFF 13 FORCED TO 60 THROUGH THI N 4 1 ° 32' 38" W 1 06. 47' a W
WEYERHAEUSER REAL ESTATE COMPANY FENCE AND CANNOT 60 UNDER IT. T5,
: .,,., BACK CREEK Ts N GENERAL NOTES:
P. O. BOX I39 / T4 y MARSH ALL EASEMENTS ARE ( PRIVATE) INGRESS, EGRESS, S UTILITY
NEW BERN, N. C. S 77°21' 33" E 121 . 83' T3 M..H•vs EASEMENTS WIDTHS AS SHOWN ON PLAT
x. N 1 5°44' 33" E 46. 63' T2 s6. 04' ,y A. E. C. CAMA SETBACK /S 75' I NL AND AT A PERPEND I CUL AR FROM THE M. H. W.
.t . TI 247, W L INE
N 12°31 ' 33"W 70. 28' �y W N 7 /3' S 82° 39' 19" W 100. 61 ' 404 WETLANDS L INES AS PER ACTUAL SURVEY AND APPROVED BY CORP. OF
N 53°09' 29" E 72. s I' 50• ENG I NEERS
5°
� W 2s W '� B" 'A" TO 'B" -ALONG M. H. W. L /NE OF A SMALL CREEK
.. . SECTIOt7 •` \ S 03° 43' 29" E 69. 78' "B" TO " C" -ALONG M. H. W. LINE OF BACK CREEK
.1 S 76°26' 53' W 169. 12'
N z l ° 50' 1 8" w 40. so' --� � � " C" TO "D" -ALONG M. H. W. L /NE OF A SMALL CREEK
MOTE: Rpeta of alter fabric urtt u \\ S 83° 14' 0"W 99. 77'
placed in trench and seared by � s 70° 1 7' 3 I " W 15 1 . 44' FLOOD ZONE A6, BASE FLOOD ELEVATION 9'
SUR VE YED B Y• STEEL POSTS either hackfilltny With tail 5 55° 43' 44' W 67. 99'
curial era to a he Or by Pl+t REFERENCES: `1 9�N II CC M IIss III �l
AL AN BELL SURVEYING MIRE FENCE HOG WIRE' wthea +tone le + height IS U L� d L�
- -- above ground level, N 83° 13' OI "W 33. 87' S 68°28' 06"W 76. I7' BOOK 99, PAGE 299
546 CEDAR POINT BLVD. FILTER FABRIC A S 67° 34' 39"W 147. 70' BOOK 602, PAGE 106
BOTTOM OF WIRE FENCE AND MAP BOOK Z7, PAGE 2 �F� 1990
SWANSBORO, N. C. EILTER FABRIC BURIED
,,a 6' IN EXCAVATED TRENCH. CARTERET COUNTY REGISTRY 1) IF.IN41F:SsT STEEL POST DRIVEN 18° INTO GROUND BACK CREEK
SILT FENCE
JOB NO. , COGO 8, GRAPHIC FILE: 88- 142, LAYER 70
77