SW8030734_APPROVED PLANS_20040311

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW XV �,(/ � 3 4
DOC TYPE
El CURRENT PERMIT
C�APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�40!w
YYYYMMDD

� I.. . i. _- _. �.i- ..iii� .:7?:f'- ---• f-- - ._..'I. .. i ,•�!. ti .. ...— — �_— �{�—'1--!!�L �. .a..�._
Based on a plan prepared by Cindee Wolf, R.L.S. F0800, of Design Solutions,
PO Box 7221, Wilmington, NC 28406 [phone].
Property Address: 180 N.C. Hwy. 210, Hampstead, NC 28443
N 44°24'30" E __ n #
9-.27 _
S 48, - Joseph N. &
? Stella M. Honeycutt
- 1 D.B. 1978-221
I' o S 49-42-00"
20.02' _
f O Security Grass
o'
viaFenc-1p'S4�,2 p/p_to
St�c/
a ,a
(I JI S
— ;
—
O °
(601
b Ub//
I I ate Sg• .s Grass C r
Gravel
o I L
Asphalt _ \
o,/
0 Septic
\ I System
Gutter w/
3—Level -L ° Field n/f
Downspouts Winnie M.
' Gravel Stacked Boat '� �� Security Lea
Storage B I d g s , ° Fence w� D.B. 477-059
(Max. Hgt, — 35') Gravel
I I Asphalt- 3,S/
n/f 10 I I I Q
Ex. well to
Joseph N. &- /
be abandoned �
Stella M. Honeycutt I ��°� �i t� I waalongg 21fl
terNexCtended
D.B. 1978-221 ! I \ .. Asphalt
\f , n/f
1�_� 2000 s.f. Glenn W., Sr. &
A4_ / _ Service/Repair rn
Gravel �'� / *,
I� J ar _area Sue Ives � D.B. 630-229
Security ,
Fence
° Curb �\ Existing
Head wall Gutter t Polhylane Pipe 9660
� � O s.f.
_
Metal Bldg.
/ Gravel
7600 s.f.
oe _ Retail Sales
55 _ Gravel Area 3
54' n/f
5s's' sZ ° Asphalt o Chandler
Real Essta D.B.
240189
505 Detention _° Outside
Pond ,
Forehay o Display
C Area
07.4 t '
CA
36" ADS Corrugctedv
Pond outlet \ .,\Polyethylene Ptpe 'il Grass
to existing $0�r \ � �'� 1 3
drainage ditch sa \ + \a
52' \ \ U
\ ; 6t7.8 29 \49' 52' 1t 8" ADS corn
4. Polyet lens
55,
53
Existing 18„
Concrete Culvert ye C oki \ 0, S
Grass
e4
�roposed
Culvert
7on/f
William L.
Lois S. Barnes \ l/-
D.B. —
(700.1
\ \
u sl e
Display
Area �~
r
Asphalt n/f
Edwin G. &
Glenda H. Piver
a l' r D.B. 600-213
C. .
Asphalt
}0'X70' Sight Triangles
No visual obstructions `�-
permitted between 24" \
h 6' above pvmt. grade. \
�\ Asphalt
n/f ~
\� Mark R. &
Karen S. Bradler
D.B. 1919-132
\ Grass -
\ n/f
Development Notes:
1. All devleopment shall be in accordance
with the Pender County Zoning
Ordinance.
2. All site lighting shall be located
& installed so as not to shine
directly onto adjacent properties.
3. All mechanical equipment & trash
receptacles shall be screened by
an opaque fence.
Development Data:
Total Building Area: 35,100 s.f.
Retail — 7600 s.f.
Service/Repair — 2000 s.f.
Boat Storage — 25,500 s.f.
Parking:
Retail (7600 s.f.) — 38 sp.
req'd.
Service/Repair (w/2 emp.)
— 2 sp. req'd.
Boat Storage (w/2 emp.) —
2 sp. req'd
** 52 spaces prov'd. **
Impervious Surfaces:
Rooftops — 35,100 s.f.
Pavement — 28,550 s.f.
Gravel — 36,668 s.f.
Concrete — 4,102 s.f.
Total — 104,420 s.f.
(60.7%)
Limits of Disturbance: 3.95 cc.
General Notes:
1. Pender Co. Parcel No.: P131 016
(Record No. — 13036)
2. Total Tract Area: 3.95 cc.
3. Zoning District: RA
H
SEA!
I6871,h'
'Q,ppro\ \ \ Dr. Karen
/f
\ Bradler
Hours of Operation: APvery, Jr.
Paul Lea
y� ���. �j D.B. 1603-297
Facilities will be open seven (7) � \` �� \
days a week, but hours will vary \ \
with the yearly seasons — generally D.B. 686-218
dawn until dusk.
NOTE: THE SQUARE FOOTAGE OF THE DRAINAGE AREAS
SHOWN ON THIS PLAN WERE CALCULATED BY TWO
�� \ DIMENSIONAL ANALYSIS USING A COMPUTER CAD
0 15 30 60 \ \\ PROGRAM. THE CALCULATED AREAS ARE ACCURATE TO
WALToNENGINEERING
\�SIXTEEN DECIMAL PLACES
1;-_ �. — :'l ;�-�, -•,r, ?l .f r.•r. — ,T F.� rP'. V!:.r .^-- '1'. S. r:':-.� _rri��% 'i :_—'- _'r —. •�,� rs,r, jri,:.� y'•
S, T of 1, :} ..�` , i�,'e .1; •r,t �i �.1 :�: i. ,, lr fi y , 1,. t'� 'lr fe� f ".

Table e.11 p
Seeding No. 1CP for: Wag -to
Poorly Drained Salle with
Good Moisture Retention;
Low Maintenance
Table 6.1 tka
Temporary Seeding
Rel?NMmndationa for Late
Wiener and Early Spring
a
Seeding mixture
Speelse Rota (Iblaera)
Tagfeswe 60
Pensacola Bahlagraas 50
Sadma lespadaza 30
Kobelaspedeza 10
Seeding notes
1. From Sept 1 -Mar. 1, use unwaritied serkx<aseed.
2. On poorly drained silos omit swicea and increase Kobe to 301bfaers.
3. where a now appearance is desired, omh ssriaa and Increase Katie
to 40 Wacre.
Nurse plants
Between Apr. 15 and Aug. 15. add 10 'broom German millet or 15 bIllwe
Sudangrass. Prior to May 1 or after Aug. 15. add 26 bfacre rye (grain).
Seeding dates
Beat Possible
Early spring: Feb. 15 - Mar. 20 Feb. 15 - Apr. 30
Fall: Sae#. t -Sept. 30 Sept. t - Oct. 31
Soll amendments
Appiylims and fertilizer a000rdingtosolrtesla,orapply 3,000-5,000b/acre
ground agricultural limestone (use the lower rate on sandy soils) and 1,000
b/arxe 10-10-10fertifizer.
Uuich
Apply 4,ODD Wacro grain straw or equivalara cower of another suitable
mulch. Anchor straw by tacking with aapham, nettinrg, a roving or by crimp-
ing with a mulch anchoring toot. A disk with blades set nearly straight can
be used as a mulch anchoring tool.
uslatenancs
M growth Is less than fully adequate, referillize In the second year, accord.
Ing to soil tests or topdress with 500 Wacre 10-10-10 fertilizer. Mow as
needed when sericea is omitted from the mixture. Reseed, forlibze, and
mulch damaged areas Immadiately.
'Refer to Appendix 8.021ar botanical names.
i Seeding nrixtu re
f3lreciss Rats (tblaat'a)
Rye (grain) 120
Annuatlripedeza (Kdbrpin
Piedmont and Coastal Plain.
Kwean in Mawdaims 50
Omit annual lespedata wtian durai;onof iemporeryaours is r_ot to extend
beyond June.
Seeding fishes
Wurtains---Abwre 2500 it: Fels 15 • May 15
Balottr 2500 th Folk t - May 1
Piedmont -Jan. 1-May t
Coaskal Plain-t}ec. 1- Apr. 15
Stilt smandments
role r+rcoetatendalionaofSadtesisorapply2,000IVwegrouad ag&ul-
Fral fsmestoa9 #rid 750Ibrarva 10-10-10 fertilizer.
Mu1sh
Apply 4.0001btaaa straw. Anther suave by tacking wdh asphs% rotting,
or a m ulch utchoriny 1aol, A disk volts btadas se: nearly straight can be
used es a Mulch anchoring tool.
MaintariAnCO
Ftela:iiu1srA gtolvth ibnoi"adequate, Reseed, referigi a and mulch im-
msoialely lotlav6arg wasionar Diber damage. --
RIP RAP SLOPE .STABILIZATION AND/OR
CHANNEL LINING
NOT TO SCALE
6.
fill
IT
in
LEGEND
Property Boundary -
Swale C/L - -
DE/Drainage
Easement
Rip -Rap Slope
Stabilization And/
Or Channel Lining
Flow Direction
Drainage D.E._
Easement
Catch Basin tic.&
Curb Inlet lM C.I.
Area to be Modified
for the Additional_ -
Turn -Lane and
Entrance
Based on a plan prepared by Cindee Wolf, R.L.S. F0800, of Design
Solutions, PO Box 7221, Wilmington, NC 28406 [phone].
Property Address: 180 N.C. Hwy. 210, Hampstead, NC 28443
Figure Project: Hampstead Marine Storage
Topsail Township
3 Pender County, North Carolina
Date: 07/24/03 Scale: 1 it = 40'
Table 6.104
7emperrfy Saarting
RecommendatEan4 for
Summer
seining mixtum
Species Rats (Iblacre)
Gasman millet 40
In the Kidmor t and MountiIiim, a small -stemmed 5udangrass may be
substilutod at a rate of 50 Wacra.
Seedling dates
Moumains-4ilay 15 - Aug, 15
Piadmm;--May 1 -Aug. 15
CaA&WFlom-Apr. 15-Aug. is
Sal l0"I"dmfftlts
Follow raaonimandationsof soil tests orappgn2.000ibraarogmuad agricu4
tural limestone rind 750 ltb/aora t0-t0-to fenuizer.
Mulch
Apply 4,t00 Ihdacte straw, Antral straw by lacking wan asphall, naming.
or a mulch amMring snot. A disk with blades sae nearly shaighl can be
U5114 45 a MUlGh WKhQring tool.
M:ia4vv1^s -^rn
Re�enifizv 4 Wowlh Is rim fuIlly idaquare. Retead, rafen ilea and mach i m-
mediatet; folloasing erosion or other damage.
Table 5.11v
Seeding No. 7CP for:
Grass -lined Channels;
Coastal Plain, Lower
Pledmont, and Dry Soils In
the Contras Pladntont
Table 6.10E
Temporary $imang
Reearnmendallons for Fat
GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE
aa•
co.re..opaam•
Seeding Ilittcttt re _
CommBermudagrass 40-80 1 2 on / I1:0,000 ft2)
Seeding dates
Coastal Plain: Apr. -July
Piedmom: Apr, 15 - June 30
Sat amendments
Apply Ilme and twillizar according to sail tests, or apply 3,000 tftas
ground agricultural limestone and 500 ibJarxe 10-10-10 fertilizer.
Mulch
Use Juts, etcotsior mailing, or other effective channel fining material b
cover the bottom of channels and ditches. The lining should extend above
the highest calculated depth of flow. On channel side sbpes above this
height, and in drainages not requiring temporary linings, apply 4,OW
blame grain straw and anchor straw by stapling netting over the top.
Mulch and anchoring malerlals must not be albsrod to wash down slopes
where they can clog drainage devices.
Malnteflarlm
A minimum of 3 weeks is required for establishment. Inspect and repair
mulch frequently. IRafardlize the following Apr. with 50 lb/acre nitrogen.
'Refer to Appendix 102for botanical names.
Seeding mixture
Sprrdea Rate{Ib(acra)
its tgrscn) 120
Seedling dates
ld4krrrWAP--A00,15 -oft 15
Coastal Plains and Piedmom--Aug. 15- Dec. 30
Soft mnandrients
FONOW PDil tests Or apply 2AGO b'acre grou nd agricutuml imeglon t lib
I .QW Ibtaare 10-1 & 10 fatliSzor.
Mideh
Apply 4.000Ib/aasstrza Anchor straw by tacking wiM yIphW, nacling.
or a in ulch anchwing IoOL A dish wuh tkadas set nearly straigha can be
used as a mulch aroshorirg tool.
Maintenance
14spair and refentiliie damaged areas immediately. Tgpdtess wigs SO
fbracis of nitrogen in Marsh. 10 is necessary to sidend temporary cover
boyond Jslns 15, cwwssed with 50 Rdacre Katie (Piedm m and Coastal
Plain) or Korsan RAmattaim) Impadeza in We Fetuusty er early Mack
Construction Sequence
1. A temporary gravel construction entrance a minimum
of 50' long will be established.
2. All grading to proposed topography, and silt fencing
will be installed (if necessary).
3. The sediment-basin/wet detention pond will be
constructed and seeded with temporary and permanent
seeding Permanent vegetative cover must be established
above the permanent pool elevation.
4. Swales will be constructed and seeded.
5. Catch basins, curb inlets, and drain pipe will be
installed.
6. Asphalt parking lot and gravel will be installed.
7. Permenent vegetation will be established in all areas
not covered by asphalt or grovel.
8. Erosion control measures other than those shown on
the plan will be installed should the need arise.
Title: Drainage Plan,
Sedimentation and
Erosion Control Plan
Drawn by: J LW
- N 44.24'30" E _55.8 \ n/f /
_ 5 48•23,261, s 2_ Joseph N. & I
7 �5 Stella M. Honeycutt
In . �� ? 2� ,z3z.. __ \ D.B. 1978-221
S 49.42`00' W
562
° j�
qh
Security -
Fence 42 273j, 4T Ro 1 8 to I
I G.S. � _' 81Qd / IJS ,7
Eksv. / eft '. \ _ I
r 56 5� e_ S'
/ X
55.5 A _
25' Rod. '\. �\ (f300 P \
I
30' fib/' -55.0 �°te 2�8- ►C 11W)
G.S.
Elev. \
l I Ta'I T °I
h.Pt>dt
7 /
\ I I
G.S. / \
T I I
I Elev. ° Septic
' \ I I I System
x
Gutter w/ 46' 3-Level \ / 0 Field n/f
Downspouts '� Winnie M.
Stacked Boat \\ / -� Lea
Storage B I d g s. ° s ence D.B. 477-059
Tr �\ (Max. Hgt. - 351) Gram � o
�
^] \ G.S. t
h
n/f O I / �� 56e5:
Joseph N. & ti �o *1�t
w,�m.d 9' TO.Stella M. Hone cutt '\ ;_ f.hIs P WRINIC 3ay a / 46'f. ! / �` N.C. 210 x ��
D.B. 1978 221 v
G.S.
565' n/f
�- 2000 S.f. r
w Glenn W., Sr. &
o \ 24=ervice/Repair rn Sue Ives
G.S. \Area � D.B. 630-229
/ ° \ ' O 56.5' \ tl
Security / G.S. / x
® �1r Fence I I El � �
�N-H°adwas r V. / X Existin RECEIVED
v
lay. °
eypaes nor rnfitFeanion li
rb 1J
Beam 2.0' I r_�-
e t�e,� _I `' l� Me� Bldg.
24' \ /
Eln
G.S. �\ 7600 s.f. PROD #
\ Retail Sales
� , �\ Inv. -�-' Area .3
o crew
oral. �o O Chandler
h.pra
sr ° dQ Real Estate, L.L.C.
51 ae" hallCwr Eke,,. ° IW has / / � D.B. 1240-189
P outside ,-._
ON levy 2 G \ G o Display N ev. tod outlet Area Outside
to oexisting \ s' Flow G. . Display
rx+
drainage ditch \ x. usdlald.m i ' 56.5' Area
x _
52.7 8
�
�� N \ Sr Inv. �s
5d `\
gyp`\ \ \ F 72 , \ " 6' C G.S. \
v Inv.
52.9 \ \ r�3' . ' \ SO18` Elev.
4,e' 9, tra- I x
G.S. C. 5' G.S. �.
56. G.S. R Elev. \ , n/f
Existing 18" 56.2' 6.3
Concrete culvert �C V. / Edwin G. &
� Glenda H. Piver
�' Existing Entra ce '� toxra sghl rwr C. D.6. 600-213
a 4 (To Be`Removed)\ '4 ae rr,.ra,a G.S
Pmmxted bdwam 24' El
\' /( .7 \ \ `383s a S.
e above Prnd abed.. 5 Elev. '
n
\ C 6 \ / h1Pb1aQ r_ 209.42'
\ / \ G.S. 24'
\ 5s 1
\ '\\Gravel
traction n/
EnArq e 6.5' MarkR &
NOTE: ALL EXISTING ENTRANCES \\ 0 \(50, Min 5 .� t�T'ropo 5 x '
WILL BE REMOVED AND REPLACED \ \ R 40 Karen S. Bradler \
WITH TWO NEW ENTRANCES. A 36' n/f --Existing ntranc \ ' D.B. 1919-132
ENTRANCE OFF NC HIGHWAY 210, William L. & NO,- �To B Remo3eciJ` \ � 1 \ \
AND A 24' ENTRANCE OFF PEANUT Lois S. Barnes p �a7.71`
D.B. - \ Ub • _ \ _
LAN E. / 10
\ \ 2.1
/ \ \ n/f
qp 52.2 \ Dr. Karen
NOTE: ESTABLISHMENT OF GROUND n/f \ ,pr0+ S 5 \,5 '� � Bradler
COVER ON ALL DISTURBED AREAS. / tiPeaul ryl ��° 28D.B. 1603-297
,to 5
O.B. 686-218 U
� gg B �
I 52.4 S /) 276.96l \
/ NOTE: If Needed For Maintenance Or \ \
Emergent Portable Pumps Will Be Used *k2.2 1.7 \
NOTE: THERE ARE NO WETLANDS To Drain The Basin. The Pumps Shall Have ,
EXISTING 0 N SUBJECT PROPERTY. 0 gp Combined Capacity Of At Least \ m. 25'4
52.3
NOTE: All roof drains will be directed into 'Z2 \
the infiltration basin. \
0 20' 40' 80' Hours of Operation:
Facilities will he open seven (7) \ \,
days a week, but hours will vary N
W,4LToN N INEERIN with the yearly seasons generally
down until dusk.
Project #: 200316 Revision Date. 03109iO4
MAR i 9 2v4
DWQ
Concrete Benchmark To Be
Marked Every Six Inches(V)
- For Sediment Accumulation
Readings
INFILTRATION BASIN DETAIL
Not to Scale
NORTH
s
T
;
J•
Site Hampstead
J
Vicinity Map
(No Scale)
Existing
Pavement Ground
Surface Paved Asphalt Surface Surface
l !j
5.5" 1.5" 6,
25-B SF 9.5 A or B
Base Super Pave
Asphalt
ENTRANCE CROSS-SECTION
AT RIGHT-OF-WAY
Not to Scale
NOTE: THE ENTIRE ENTRANCE AND THE EXTENSION OF THE TURN LANE ARE TO
BE PAVED IN ACCORDANCE WITH THIS CROSS-SECTION, AS SPECIFIED BY THE
N.C.D.O.T. USING ALL SUPER PAVE MIXES.
GROUND tig GROUND
SURFACE SURFACE
Elev.=56.0` Elev.=56.0'
V�ELEV_-54.0
BYPASS FOR INFILTRATION BASIN
DETAIL
Not to Scale
P L ......... D.E.
12'. .
1.75' toe 3.151oPe
1 �
SWALE CROSS-SECTION
WITH DRAINAGE EASEMENT
Not to Scale
VEGETATED FILTER DETAIL
Not to Scale
sir X"
s �
+ a
rsPLr ' .11.e„IY
!tw jcru„
rPra+alr
MseF.'.IL
0 Sa' fw XA Cla- e,4ra
r MA .. }.yelMn [. rRiVli.
e.-.s L" Ito.
PLAN
4" SAND LAYER
(Its-E-AL''
-V)rA
ft
rilk ,. '
N--,,sill CARCLl;;A
frntiAGc C! .::.1` ON
r� "�� Ca OF WATik QUA'UTY
SAw �-73y
AT2-irm
ncnan rA
Development Notes:
1. All devleopment shall be in accordance
with the Pender County Zoning
Ordinance.
2. All site lighting shall be located
& installed so as not to shine
directly onto adjacent properties.
3. All mechanical equipment & trash
receptacles shall be screened by
an opaque fence.
Development Data:
Total Building Area: 35,100 s.f.
Retail - 7600 s.f.
Service/Repair - 2000 s.f.
Boat Storage - 25,500 s.f.
Parking:
Retail (7600 s.€.) - 38 sp. req'd.
Service/Repair (w/2 emp.) - 2 sp. req'd.
Boat Storage (w/2 emp.) - 2 sp. req'd
s: 52 spaces prov'd. **
Impervious Surfaces -
Rooftops - 35,100 s.f.
Pavement - 28,550 s.f.
Gravel - 36,668 s.f.
Concrete - 4,102 s.f.
Total - 104,420 s.f. (60.7%)
Limits of Disturbance: 3.95 ac.
General Notes:
1. Pender Co. Parcel No.: P131 016
(Record No. - 13036)
2. Total Tract Area: 3.95 ac.
3. Zoning District: RA