SW8111117_APPROVED PLANS_20121001

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW����� 1
DOC TYPE
❑ CURRENT PERMIT
71} APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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SEA VIEW
DR. AS�ALWp,S�RWA�
1NT�`CO SAlLF1SH
SEASIDE DR.
HOLDEN DR. ITE
BEACH ,
N . G. i , �-c
\ OCEAN
ATLANTIC VIEW BLVD.
OCEAN WEST
VICINITY MAP
NOT TO SCALE ;
5TORMWATER NARRATIVE
SR 1 120
SABBATH
5R 1 239
HOME
�-
OCEAN
VIEW--IVROAD
AVENUE
NC 1 30
n
S I NTERCOA5TAL
WATERWAY
o
This project entails the construction of a single-family house with
driveway and pool on a lot located at 9GG Ocean Boulevard West in
Holden Beach, North Carolina. The owners are Mr. Michael Brody and Mrs.
Kay Brody of 209 Lindamans Drive, Cary, North Carolina 27519. The
contractor is Carolina Blue -water Construction (CBC). of Ocean Isle Beach,
North Carolina. Mr. Scott Quaintance is the owner of CBC and is the
contact person relative to construction activities.
A major CAMA permit is required,for this project due to a small finger
of wetlands located on the lot. Due to the CAMA permit requirement, this
project is also subject to State Stormwater permitting requirements. This
drawing and associated documents constitute the submittal package
representing compliance with State Stormwater.
The project is within I/2 mile of the Atlantic Intracoastal Waterway
(Waterway). The Waterway in this location is classified as SA.
The proposed method for 5tormwater management for this project
entails collection of runoff from all built -upon areas and directing it to an
on -site infiltration basin. Due to the space limitations, the 5tormwater
management plan was prepared in compliance with Section I G.3.9 of the
MCDEMR 5tormwater BMP Manual. ' 5pecifically, the I 0-yea'r, 24-hour
storm event 15 collected infiltrated without discharging the system using an
infiltration rate of one-half of the infiltration rate reported in the project
50115 report.
The soils report was produced by B. M. Long * Associates, dated
March 7, 2012. Mr. Vincent Lewis visited the site on March 2G, 2012 to
perform soils evaluations on behalf of NCDENK. Mr. Lew15' findings were
favorable, supporting Mr. Long's findings; i.e., the estimated infiltration rate
equals or exceeds 15 inche5/hour and there is at least 1 2" of suitable
in -situ soils at the proposed location of the infiltration basin. It is further
noted that Mr. Lewis actually found over 24" of suitable 50115 in a portion of
the area where the infiltration basin will be located. Final design yields an
estimated depth of suitable m-situ soils in the infiltration basin area to
range from I G inches to 24 inches. Fill material, where needed, is
proposed to be taken from the sandy on -site soils to obtain similar particle
size distribution for the full depth of the filter medium.
STORMWATER SYSTEM OPERATION * MAINTENANCE
The Owner shall perform operation and maintenance activities as set
out in the Infiltration BaSrn Operation and Maintenance Agreement
(Agreement) for this project. A portion of the requirements of the
Agreement include:
• performing and keeping of a record of the infiltration basin and
stormwater runoff features Inspections;
• establohincg and maintaining a vigorous vegetative cover over the
infiltration basin bottom surface as well as all stormwater swale5;
• keeping the 5tormwater features free of sediment, trash and
debris;
• keeping pipes free from of obstructions;
• maintaining structurally sound retaining walls along the design
alignments and elevations; and,
• monitoring 5tormwater drawdown within the infiltration basin area
and reestablishing a fresh sandy soil surface layer and vegetation
in the event ponding lasts more than 5 days.
CONSTRUCTION SEQUENCE NOTE
The construction sequence shall be such that disturbance of the in -situ soils
in the area of the infiltration basin shall be minimized. Further, once the
retaining walls have been constructed and suitable "fill" soils have been placed
in the infiltration basin area, no disturbance of said soils shall take place other
than that necessary for establishing of a vigorous grass cover.
THI5 DRAWING 15 THE PROPERTY OF COMPA55 POINTE ENGINEERING. PA
AND 15 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
PERM155ION FROM COMPA55 POINTE ENGINEERING, PA_
0 COPYRIGHT 201 2
ALL RIGHT5 RE5ERVED
CEAN VIEW Bt-VD. WEST
5R I I IGO
5AILF15H DRIVE
N/F
EASTERN CAROI_INA'S
CONSTRUCTION t DEVELOPMENT
CORPORATION
DEED BOOK 1 155, PAGE 1 225
I COASTAL CAMA WETLAND
SUPPLEMENTAL LINE FLAGGED BY DENR 404 +3.1
LOCATED 8- 17-11 WETLAND 4.1
VICINITY MAP ERB " 8150 obi e
NOT TO SCALE 2 8+ tr rn z
� 82003' 19
ERB O �L
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3.1 + ,'404 LINE FLAGGED
t
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LOCATED 8-17-1 1 7
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n WALL @ 7.1 ' b 16. ;
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' LOCATED 8-17-1 1
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(TYP. EA 51DE.) '7 ` , 25.3
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20
Scale: I' = 10'
40
G.8
CONC E S�D�ALK
GE OF P>.SP�ALT PAVEMENT
ED
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6.9
OCEAN\y
HWWEST
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MR
LOT 81
(VACANT LOT)
ADDITION TO
COLONIAL BEACH
SUBDIVISION
MAP BOOK I G, PAGE 41
BENCHMARK
MAG NAIL
ELEV = 6.88'
NAVD 1988
LEGEND
EA5TING GRADE
----- 5---_-
PROPOSED GRADE
5
EXISTING SPOT ELEVATION
+3. 1
PROPOSED SPOT ELEVATION
7.4
PROPOSED ROOF AREA
PROPOSED GRAVEL DRIVE AREA
ZAiNAGE AREA
aUNDARY
k = 4,535 51'
ROOFTOP BUA
= 1,783 5F
DICK DRIVE BUA
= 775 5F
BUA * DRAINAGE
AREA MAP
SCALE: I " = 20'
NOTES:
1. Rooftop shall be guttered and all runoff Shall be piped to the
infiltration basin.
2. All runoff from the driveway Shall be directed to the infiltration
basin. Said transport Shall be either through vegetatal swales as
indicated by the grading plan or by a piping 5y5tem proposed by the
owner15 representative and approved by the engineer.
3. F'ill material in infiltration basin area Shall be from on -site sand
Sources. Fill shall be worked into existing Soil by disking or other
Suitable means.
2
SCALE: I' ® 10
DRAWN BY: TMM
CHECKED BY: DMC
155UFD DATE:4/ 1 1 / 12
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FINAL DRAWING C. I
NOT ISSUED FOR
CONSTRUCTION PROJECT # 120305
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INFILTRATION BASIN
DIMEN510NING PLAN
SCALE: I = 5'
i,
TOP OF WALL @ 7. I ` -` r- TOP OF WALL @ 7.1'
TOP OF WALL @ 7.D' -
TOP OF WALL @ 7. I'
BOTTOM Or
INFILTRATION
BASIN @ 5.0'
INFILTRATION BASIN
SECTION B-B
SCALE: I " = 5'
FILL 501L @ O' - 8- DEEF
IN-51TU SOIL @ I G" - 24' DEEP
ITH15 DRAWING 15 THE PROPERTY OF COMPA55 POINTE ENGINEERING, PA © COPYRIGHT 2012
AND 15 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN ALL RIGHT5 RE5ERVED
PERM155ION FROM COMPA55 POINTE ENGINEERING, PA.
BOTTOM OF INFILTRATION
BA51N @ 5.9
INFILTRATION I BASIN
SECTION A --A
SCALE: I " = 5'
TOP OF WALL @ 7. I'
BOTTOM OF INFILTRATION
BA51N @ 5.0`
TOP Or WALL @ 7.1'
k 4
CONCRETE BA51N (".. 2 LOCATIONS)
1 2- HDPE (iYP.,l2 LOCATIONS)
INFILTRATION BA51N
SECTION C-C
SCALE: I " = 5'
BOTTOM OF INFILTRATION
LEVEL @ 5.01
INFILTRATION 13A51 N FILTER
MEDIA DETAIL
NOT TO 5CALE
FILL 501E NOTE
Fill soil Shall be clean sand from on -site or from another source
approved by the Engineer. Soli from another source shall have a
similar particle 512e d15tributlon to that of the on-51te 50115. Fill 5011
shall be worked into the existing 5011 surface by d15king or other
suitable means.
I HEREBY CERTIFY THAT THE ATTACHED PLAT OF SURVEY
IS A TRUE AND CORRECT REPRESENTATION OF LAND
SURVEYED AND PLATTED UNDER MY SUPERVISION
AND IS IN ACCORDANCE WITH THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA.
GARY L. GURGANUS, P.LS- L-3474 DATE
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY
GARY L. GURGANUS, L-3474, ON 9-05-11. THIS
MEDIA SHOULD NOT BE CONSIDERED A CERTIFIED
DOC UMENT.
TIE LIME:
COMMENCING AT MONUMENT "HB 16", (NC GRID COORDINATES:
N = 58.322,8069 AND E = 2,202,666.4042); THENCE S 80'40'53"W
1,026.55 FEET TO MONUMENT "HB 17 (NC GRID COORDINATES:
N = 58,156.4887 AND E = 2,201,653.4218); THENCE S 81'49'41"W
649.50 FEET TO A COTTON SPIKE; THENCE S 84'49'57"W 532,30
FEET TO ERB "A"; THENCE S 81-46'02"W 49.95 FEET TO ERB "B".
ALL BEARINGS ARE ORIENTED TO NC GRID NORTH, NAD 1983.
ALt DISTANCES ARE HORIZONTAL GROUND DISTANCES.
CON SWiT 6�p,
N�F R f LUNMENT
�A
DEED BOOK 1199, PAGE 1225
COASTAL CAMA WETLAND ERB
LINE FLAGGED BY DENR 404 +3.1 N 81.56'11 E
LOCATED 8-17-11 WETLAND 1B .1
E ERB 50.08
2.8+ .0 3' 19 ` 9
ERB
3.1 49.98,10 2B
6" C EDA r q�
3B 404 LINE F C;GED
BY US 8 PIN G.
+ ED 8-MIr
3.5 20' SI3 8' PIN
UPLANDS +4.5
404 L1N LAGGE
BY U CE+5.4
4 LOCA -1 ,
6A
4.3
+ MYRTLE Y6 8" Pk E 7A
BUSH +4.5
s 4+ 5A 404 1 LOT 81
r? VAC ANT LOT
��11N
x �s WETLAND ITIO
AC 0AC H
o �VI�I N
LOT 85 (0j O 4A MAP BOOK 16, PAGE 41
} w �
(VACANT LOT U' Iv 4P
TII+�N o a 3A L3 (5,4
Co IU IfUfI NCH LOT 83
{VACANT LOT) +4.1
MAP BOOK 16, PAGE 41 7.2 0u 5,740 S0. FT. r
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m
r
UPLANDS
25, S8 L
0
+ 4.4
5.,
5£5
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-1 BUSH +4.8
3.9
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4 95' 5 ERB
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NOTES:
*LOT 83 IS IN FLOOD HAZARD ZONE "VE",
BASE ELEVATION
18 FEET BASED ON F.I,R,M, 37202005005. 6+_
PANEL DATE 06-02-06.
*REVISED 09--02-11 TO ADD ELEVATION INFORMATION. ,
OC 2011, GARY GURGANUS LAND SURVEYING
20 0 20
40
SCALE 1" w 20'
VICINITY MAP
LEGEND:
NOT TO SCALE
EIP O
EXISTING IRON PIPE (FOUND)
NRB0
NEW RE -BAR (SET)
SEA VIEW
ERB O
EXISTING RE -BAR (FOUND)
DR. WA WAY [
CM A
CONCRETE MONUMENT
tN R1\C0A51AL SAILFISH
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PK NAIL -
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TELEPHONE PEDESTAL
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EXISTING GROUND ELEVATION
1T OCEAN
TIC VIEW BLVD.
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CONCRETE 51
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56,02
L2
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59'05 36
W
13.64
L3
S 84.10 37
W
10.1 2
L4
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42.32 29
W
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L5
N
45' 1 4 41
W
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L6
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E
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L7
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78.5513
£
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W
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W
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57-5 131
W
22.36
L 1 1
N
53'58 22
E
25.80
BENCHMARK
MAG NAIL
ELEV = 6.88
NAVD 1988
GARY GURGANUS
LAND SURVEYING
GARY L. GURGANUS, f .L.S
3369 HOLDEN BEACH RD,, SW
Supply, North Carolina 28462 [phone]
SURVEY FOR
MIC HAEL & KAY B RODY
MADE FROM LOT 83, (966 OCEAN BLVD, WEST),
SECTION B, ADDITION TO COLONIAL BEACH SUBDIVISION,
MAP HOOK 16, PAGE 41, HOLDEN BEACH, NORTH
CAROLINA AND EXISTING PHYSICAL EVIDENCE
LOCKWOOD FOLLY TOWNSHIP BRUNSWICK COUNTY NO 9/2/11
RELD BOOK_005_ 020 FILE NO. 11071 JOB NO. 11071
FINAL DRAINING
NOT ISSUED FOR
CONSTRUCTION
SCALE: 5EE DRAWING
DRAWN BY: TMM
CHECKED BY: DMC
155UED DATE:411 1/1 2
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