SW8950707_APPROVED PLANS_19950825

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 9 50-101
DOC TYPE
❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
lq °I S O S'2 5
YYYYMMDD

I
ADJOINERS TABLE
ADJOINER
NAME
DEED BOOK/PAGE 1
A
CARL J. BEACHAM, SR., AND WIFE, H£LEN BEACHAM
392/667
B
FRED EDWARD BEACHAM
530/072
C
FRED EDWARD BEACHAM
530/066
p
FRED EDWARD BEACHAM
530/063
E
FRED EDWARD BEACHAM
530/063 !,
F
-}
G
- JUDY CAROL BEACHAM STEPHENSON
! MYRTLE JANE BEACHAM SORTINO
426/593
426/592 �
H
EDITH G. DUFFY AND HUSBAND, ROBERT DUFY
BEATRICE GURGANUS
411/590
811/266-y
J
JOHN R. BRYAN AND WIFE, DORIS BRYAN
357/560
K
JOHN R. BRYAN AND WIFE, DORIS BRYAN
- 664/188
4L
HELEN E. McINTOSH
1098/922
M
S.C. HENDERSON AND WIFE, MADELINE HENDERSON
240/053 1
J!
N
ill
S.C. HENDERSON AND WIFE, MADELINE HENDERSON
435/204
0
LARRY McINTOSH AND WIFE, SHIELA McINTOSH
567/127
P
LLOYD P. RESPASS
11141
OUTLET
AREA
DRAINAGE
CFS
CHART
% GRADE
PIPE SIZE
PIPE LENGTH
PIPE A
0.65
1.24
0.40
15"
40'
PIPE 8
0.41
0.79
0.40
15"
40'
PIPE C
413
793
0.30 24 40
PIPE D 0.1.0.40 154'
/ PIPE E 0.69 69 1.32 32 0.40 15, 400'
\ \ \ O \\ O
O \ N 26'29' 48" `N
79.83 N 33'21'17" E
_/ 003SSS' KREV..-7/a294,/99S5-AADDED F�O5N3ST ENTRANCE -SAY
70.49' N 04'16'15" E r�
164.56' 144.34'. c,45
18 114 N 1735'23" E 12 N 28N -1.�D
N 27'3'29" 1\ Sg'06+�
�� \$� %';y _\� 1 __ �� ti'SytigC'/'✓, prUpy \ f 137.74'
20 / '�---� 111 jl r-_ _-_- C\� �60�6 �'��-„'kok �Er`_� , N 1p1z4s' W
✓�/ fir/ _--
N 6232'20" W //.'
94.81'
34 32 N /4 2 -- _--�i�A�1�-_--__� i r _-///_��� �t'�� 1 i , �/OS 3g•
_ 044>3> 28 ,,J� // I III//�/-` ----1 �v. , \\ 'l 1 1-- -• \ -1 �I % / 3•
• 36 30302+ N 490.93'9" W 130.55' 'ice ��� J / �--1 I I//// I I\ i,i� \\\ ) 1 ::/-=-`� J� J ff�' / / II / / /I / 1.-_ F
`°38- \ \ \ f / 90.93' N 2T4T04 W� �''' i ' %' y / 11 I v / // '� ` ` l l// 1 \ 1 ) 1 ,..i / ����\ ,�f ✓ ✓ ✓ i32 I r l l
�`��� / J 71' 26 -11 �_ '� gbp�f / I 1 I / !- \ ��\ // / \\ '/,i� I 11i. I Irr '�✓�� ii' i'/lJ I '///%%�"��� ����� ^'' �j
44-�52'36" W•-- 'III 1 I. '�'� +,A -,� ii%// I I r� ,� '� / ✓� / { /ram
46 A� r- _'1 /il 6 , 1 /// V -/ / )I�L�LSOS
` I. A.
48- Z I --- rr ill / - 13 �11 14 \ r ,
!o \ \ \ \ /----_-_- 1 J \ \ ,�_�_' F
�50, \ --- 3g_.__ 11 a� „ /! 1 / \\ / ` \ \ J Il / 1 1 19 1 \ '� ` 32
,' _ INV OUT 43.5 1 \ � / / 18 �- � \ � ✓ / � �
I O \ \ \ -Y \ \ _-__-/-
\ \ ' 1 RIP RAP �7
z71s6'
g A I �� OUTLET _
N 25.5935" W DITCH ON --'� L� i -__--- \
10 e \`�/>
52- ---� / \ \ / / I j C6� 42 \\ �- `------ l 1 B�SB.
I O ( 4O \\ ( ,38 - - - �II �l V \w _ \i ✓ / \ I 1. I 1 O
I I I M1 O / O \ -`I\- - /INV UT- 3J X '441 OU ET I� l 3 a O 46.47' > 4� Sg 9 �0• k\ \ \ `i / ✓✓� > �� `- ' 21 /�s \ \ \�� \1\ I I�
�A 9 - �`l 2
a/� -7 1' PIPE B 46 r
1 (REMOVE TURF & TOPSAIL \ I 48 L_ --- 9 5 [8.6_4 -------- ---- �\ / / \ \ / O•
I I 3 O------- ' G'/ \ INV. IN 42.1�
I ARDAWSON CABIN SROAD NG `\ Oj i ,' 'i ✓-- - = �_� i i , y✓�� '
IN 3' THICK PIECES THIS
EXISTING 18'-- �� - ---- a \ \� ITCH ON �� / / -- \ ` - _ - _ \
PAVEMENTPIF
22
\�
I 0 rINV. IN 43.66' 46.30' N 5T00'Do- W
278.51"
I I 1 j80 4p -- - ' \ _t9 5 ----- -
1-
N 2632'10' W C/ I � S 000. 47.46� / \ � , \
W �- / /� 23��/J// / /'��/✓�/ VA�_vAvv`���Av N 0
N 26'36\02"- / 1 -W C3 _ - 81 ,/ I 24 I i i l///� / /ii%��'✓/'/ ;� �\`\\\` \\�\\ 1S9.3w
5 ,T2 �.,�.Ln:". 316.45 L\ ,o - A E �J% 67 / _-- i i I i 34 �I /�/j/ /iiii%ice �' / \ \\` \ `�\ `��\ 1g
o ' (i% O
.o0 rn ✓l u j _ 5
W / 270.40' c0 / i- ���
�A 1 _ 36 25 26 �
I N 26'36'02 rn 78 �R _ 48__--�:.
70 � � /
�l �I C STR'�CTION n u l O 75 bQ� ? gg 60 / J ---
ENTRANCE �� 69 �' -� / /
-rn 57 /� -- l2 1ll�l �[ . �13227 34 32i / �� ��II11111111 1 .�
a i � 39.41' � i � / / /� 126 I I J � >�
L /--/1 I I
7 7 �'4 _ ,/ewR,� J R-✓ J //�I !���' / /l / /i r� ��
'��/, j 44 'J8 f/ '�� s• ----yy-- i l /l / J / v �. J
/ I _ / V 34 Aib ' O o __L-_--- r/ �' i t ( r 1 j 11 1 i �Na
IN J ^� 050 / 40 _-..` r / O II /
r-
' // '• �� / INV IN 3522' / � O O+ IN OUT
-
+l I 46 40 'o / 71 ` ' // / ' 38.22' / PIPE E f ,✓' \ /) J I ��/i / ,/ / I /
I N _z \ i , 38 RIP RAP ��� - / ,J I _.. \ 28 / / I r_ / /✓ , i 4i
1 / I '�' / /Az_ �01,/ . -RIP RAPS
LIPE (,
/ / 74 48 __-.. DITCH INV. - C - 1------ \ / O .00/.': / OUTLET / // O '32 - 1�\ OUTLET s, % 28
, \ / 44.0' i r---Z J-_ O / 59 / _..0 - 3330 ! \\' Ir
/ 00� N T �• /\ !DITCH ON �RO�AMNE \ \\ 54 ,^ v �gb L \ r r,
/ o-� N 150000 E
oP �y�s 25.00' $ _ _
_ _ \ / i
/ �� �� of M �J J / / \ , / \ J _ _\\(INV IN 30.58'-' �'. / I j r'� �'/(/ -N 69'133' E
INV GUT a5.10 �-
Jp 73 P�ERVrw r _ T--- � 10 84.33'
O 53 �� s.so'_ l < 10
30.72' \ NoT P/� _
\ /
N 26'36'37" W / \ / \ 'INV. OUT 36.39'
\ �•
/ T7j'p./^\ \\ " A 40 \ 52 �\ / 3036
,� 4i
EQ 2' E 15'00' \ / \ -_- 38.80' c �J .\ \ / / 12
\� ,r - 1 3ro2 ✓ 30"0T 2 52' E \ L ��� _ - - _ ti 9 \ /
I -< GRADE SWALE l S 3 \ S \ �-
{� 61.63'. 45 96.53. 7� . A J� �� _ _ - ..\ 51 A V L A ' / / 29 A . C "� o
III 0.20% TIE TO .� �� .149_.-���/✓�' .`�-- -- - \�,.� \ \\ �PIPE� _8.80' �/ / ry
CID
52 / NATURAL \ \;:. _ _ �\ g S• %i - �..�_` --�-- \ - -- \\ \\\\� \ \ \� 34 qy
�-VA 3• / 3 S 21'22'23" E INV. IN 36SSi✓i
r� 113.06' ~ - 11 po \ \ \\ \\ \ \
N / RtSERVED \ a 32 81.5 _ � O ��\ o ` O \\ \ \\\\ \ \ .� \ \ \<< , LIMIT OF 100 YEAR FLOOD PLAIN
rn- / r / AT - _ \ 40 1 l S 00'44'54" W, STLANDY',' I I I 50 �Ci B o+ 38 I \ \' \ 31\\\\�'�, -
MOT P/►RT.oF TN t P� _� , II I b �ry 26'41'3,5 E 77.60'
/ o �s ,3os'32' w - b a'
/ 7 77.78'r� 54.64 /• 16,
/ i //
/50 a ��. X �� / 42 % 3 28 24 vvA 49 / 'n O 1 11 I I�I. �� ��� ) / / °''n
_----------- / /38 - s 2r2s'v• w- vv v v c 39 I v v vv vv vv`,v` \' j// // ad
I i - / _ / 36 N 8T52'34" E I 103.93' - 1 \ \ \ \ \ \ I / /JK
I I 7 l'- ...----------------=J J J J71_59' O / 26��\\�� \ l \\ \ \\ \\�` \���\���� `134 140
3 '------------- \\\ \\ \\ \ \ /
183'56E-�v41
6.05' _
47 - \ \�\�\�, ��\ // '✓ ✓d // W �\^�
/
40 F
4N /I '23\ \ \ \ \ \ \\✓i i\ l I y0' 44.� 5.
2 86.7913
LEGEND:
\ J \ \ S 34'45'11" W '/
O EPK \ I \ \ \ / 83.39' - -T \\ \ )� /> > �> O /
44S 77*00'46' E , ��III(/( �\ / 42 / // //'� / /// _ _,2 EIS = EXISTING IRON STAKE
\ \ / ✓ / // /
EIP = EXISTING IRON PIPE
/ / �/ , NIS =NEW IRON STAKE
\ \ /;'/22/, r9s N 59'45'00' E R/W = RIGHT-OF-WAY
/ \ \ S Ss0.22'" w III\ \ \ _ 30 79.74' = CENTERLINE
\ \ \ 22 (�ll�\ 34 =- -_i, %! P� N16' R = PROPERTY LINE
110.22' _ _ /,/
r ECEIWE _
o4o iV , \ \ i N\\\ \ J
� � pao . 4, �t�� � = SURVEYED LINE
.+2 UQ / l I�/ 7 \ 20 ����� i��iii N66 --R.R. =RAILROAD
� � 'S � -- = COMPUTED LINE
/ 7 \ S 05'21'41" W ���� ��'-�'�ifT5 S 13'46• `� P.P. = POWER POLE
c; o / NGT� 33 1 _ E auc , a 1995
/ 61.97' . 265.84'
�28'_�✓yam 14' �" S
\ \ ��. �-- /f . E
-1, / N ROADS & DRAINAGE NOTES: S 20.3s;59- W a53� �$ D E M
80.58 1 � 5 ,., PRO1 `•# 4 950-
/ �O 1 1). ALL CONSTRUCTION MATERIALS &INSTALLATIONS TO BE
70
IN ACCORDANCE WITH N.C.D.O.T. STANDARDS. '*,\-S 20'50'33" E
2). ALL DISTURBED AREAS TO BE SEEDED WITHIN 30 DAYS 76.86'
25 AUG 9s
Q / OF COMPLETION OF LAND DISTURBING ACTIVITIES. CONSTRUCTION SEQUENCE:
/ 3). ALL EXISTING SUBGRADE MATERIAL NOT MEETING THOSE
$ �SJ�
SPECIFICATIONS OUTLINED IN THE N.C.D.O.T. SUBDIVISION 1). INSTALL STORM DRAINAGE PIPING AND RIP RAP AT OUTLETS. PLAN
ROADS MANUAL FOR GOOD TO EXCELLENT SOIL TYPES SHALL BE 2). CONSTRUCT NEW DITCHING, FABRICS, RIP RAP, ROCK CHECK ------
/� SEEDING SCHEDULE EXCAVATED AND REPLACED WITH A MINIMUM OF 12" OF SELECT DAMS, SEDIMENT TRAPS, ETC. SEEDING TO BE INSTALLED
MATERIAL. ADDITIONAL MUCKING SHALL BE DONE AS REQUIRED. IMMEDIATELY UPON COMPLETION. SUGAR SPRING SUBDIVISION
.
SPREAD 4 INCH TOPSOIL OVER UNSTABILIZED AREA. APPLY LIME AND FERTILIZER AND MIX INTO 4)MUCK EXISTING DITCHES AS NECESSARY PRIOR TO FILLING IN 3 . GRADE STREETS AND ROADSIDE DITCHING.
SEED BED. APPLY SEED TO BED AND COVER LIGHTLY. APPLY STRAW MULCH AND DISC INTO BED. AREAS UNDER DRIVING SURFACES. 4. INSTALL WATER SYSTEM AND SERVICES. STUMP SOUND TOWNSHIP. ONSLOW CO., N.0
IN AREAS EXCEEDING 4:1 SLOPES, ANCHOR WITH ASPHALT EMULSION TACK COAT. 5). DEPOSIT EXCESS FILL AS DIRECTED BY OWNER OF OWNERS AGENT. 5. INSTALL STONE BASE ON STREETS.
6). SEED ANY REMAINING DISTURBED AREAS IN ACCORDANCE
SEED BED WITH SEEDING SPECIFICATIONS IMMEDIATELY FOLLOWING OWNERS:
LIME 1 TON/
SUGAR ACRE GENERAL NOTES: STONE PLACEMENT. SEEDING MUST OCCUR WITHIN 30 DAYS - INC.
FERTILIZER (10-10-10) 1/2 TON/ACRE OF COMPLETION OF DISTURBING ACTIVITIES. SPRING DEVELOPERS,
1). SEWAGE BY INDIVIDUAL SEPTIC SYSTEMS. 7)• UTILITY COMPANIES TO SEED IN ACCORANCE WITH SEEDING SWANSBORO, N.C.
SEED 2). WATER SUPPLY BY ONSLOW COUNTY WATER SYSTEM.
SEPTEMBER - APRIL 3. ELECTRICAL UTILITIES TO BE INSTALLED UNDERGROUND BY SPECIFICATIONS IMMEDIATELY FOLLOWING ANY SOIL
RYE 50 LBS/ACRE JONES-ONSLOW EMC. DISTURBING ACTIVITIES. DATE: JUNE 5, 1995 100' 50' 0' 100'
TALL FESCUE 50 LBS/ACRE 4 . TELEPHONE UTILITIES TO BE INSTALLED UNDERGROUND BY CT&T 8). PROVIDE ADDITIONAL SEEDING WHERE NECESSARY.
5 . TRAFFIC CONTROL TO BE AS DIRECTED BY N.C.D.O.T. WHERE REMOVE TEMPORARY MEASURES AND FILL SEDIMENT SCALE: 1" = 100' I
MAY -AUGUST S•
COMMON BERMUDA 40 LBS/ACRE APPLICABLE. `/r.
TRAPS. AFTER STABILIZATION, SEED SEDIMENT TRAP AREAS. J QS
STABIUZATION 6) IN ACCORDANCE WITH N C STATE LAW NOTIFICATION SHALL BE 9). PAVE STREET AS SOON AS POSSIBLE. "J /j'LI
MULCH 2 TONES/ACRE
ASPHALT TACK COAT 300 GAL/ACRE
CURVE RADIUS
LENGTH
TANGENT
CHORD
BEARINGT
DELTA
Cl 500.00'
147.48'
74.28'
146.94'
N
35'03'01"
W
16'53'58"
C2 300.00'
248-71'
132.00'
241.65'
S
19'45'00"
E
47'30'00"
C3 330.00'
408.93'
235.39'
383.26'
N
31'30'00"
W
71'00'00
C4 230.00
C5 310.00
__
100.36r
163.71'
50.99
83.81'
99.56
161.82'
N
S
87'30'00
51.'5216"
W
E
25'00'00
30'15'28'
C6_ 310.00
C7 310.00'
C8 230.00
193.38' _ -_
275.94'- -
389.38'
_ 99.95'
- 147.88'
259.97'
190.26
266.92'
344.52
S
S
S
18-5216_E
24'30'00"
32'30'00"
W
E
35.4432
51'0000
97'00'00
C9 230.000
64.23'
32.32'
64.02'
S
17-00'00"
W
16,0000'
Ct 0 230.00'
64.23'
32.32'
64.02
N
17'00 00
E
16'00'00"
GIVEN TO ALL UTILITY COMPANIES AS LEAST TWO (2) WORKING DAYS
PRIOR TO AN EXCAVATION WORK. CONTACT ULOCO AT 1-800-632-4949
FOR ASSISTANCE.
7). WETLANDS FLAGGING BY WAYNE RAGLAND.
//.1 vI
SHEET 2 OF 10
QUADRANT SURVEYING
JACKSONVILLE, N.C.
FIELD BOOK: N/A PAGE: N/A CAD OPERATOR: EMP
FILE NO. SUGSPSP

JO
S,VDULUFA P.o!/EMENT SIJOLYOER O/TCi'�
I
PER FT T � �E,oF
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R/LNT OF-lU,IY
B e ZO
Sf/DUCOER � EAUEMENT
77
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TYPE OiA
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B
I
I
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EXPANS/oN
PLAN U/EGt/
U.oR/E5
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lOiv7i14Er/T: ';v6 .vEi� -iT .�F T./E .ovTLET st/oaG o
BE G.UEC,YEO . O /NS!/FiF 7N,9T /TS CENTER /S ATLE'gS7
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9
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SED/MENT TRAP DETA/L
,vor ra oEra/c
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ENG/NEER/q/G F,4BRiC
SE 7/Ot/.9 A
B l—
iLAN
5P/LL<I/gY w/OT,�/
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� S/CTAT/ON CDA/TRDC /ABRiC OR I g..
vPPROU60 EG7U/JL \ Z iY//N. FOR
? FEii/lE POSTS Tp B6 M//V 2 "r Z'" /-000C OX/ \ STEEL POST
SELF FASTENER STEEL gi!/GCE TYOE 1
TYP/C,4L S/lT FENCE OET,J/L
.!/DT TL'
!U/.YE MESH
l- BURy FABR/C
f/.OA/O TAMP
f+w
S/LT FENCE SECT/ON
Cup- DE -SAL DESA«-
I
i
ROADS AND DRAINAGE DETAIL SHEET
SUGAR SPRING SUBDIVISION
STUMP SOUND TOWNSHIP# ONSLOW CO., N. C.
OWNERS:
SUGAR SPRING DEVELOPERS, INC.
SWANSi3ORO,. N. C.
DATE: JUNE 5, 1995
SCALE: NO SCALE L 7
QUADRANT SURVEYING INC., P. A.
JACKSONVILLE, N.C.
SHEET 10 OF 10
FIELD BOOK: N/A PAGE: N/A CAD OPERATOR N/A FILE N0.