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HomeMy WebLinkAboutNH_16-30_CulpE
Ben Andrea
Planning & Zoning
Supervisor
November 16, 2016
Harry Quip
172 Beach Rd. S.
Wilmington, NC 28411
NEW HANOVER COUNTY
INSPECTION SERVICES
230 Government Center Drive, Suite 110
WILMINGTON, NORTH CAROLINA 28403
TELEPHONE (910) 798-7118
FAX: (910) 798-7060
Exemption Number:'-:E16.30
RE: EXEMPTED PROJECT (Statutory Exclusion) - MAINTENANCE AND REPAIR
OF EXISTING STRUCTURES - [G.S.113-103(5)(B)(5) and 115A NCAC
7K.0103(a)]
PROJECT ADDRESS —172 Beach Rd. S.
AREA OF ENVIRONMENTAL CONCERN - Ocean
Dear Mr. Culp:
I have reviewed the information submitted to this office in your inquiry concerning the
necessary filing of an application for a minor development permit under the Coastal
Area Management Act. After making a site inspection on November 15, 2016, 1 have
determined that the activity you propose is exempt from needing a minor development
permit as long as. it remains consistent with your site drawing and materials list
submitted on November,9, 2016, and meets -the conditions specifiedbelow. If your
plans. should change and your project will no longer meet these conditions, please
contact me before proceeding.
MAINTENANCE AND REPAIR— [G.S. 113-103(5)(B)(5) and 15A NCAC 7K.0103(a)]
Maintenance and repairs (excluding replacement) necessary to repair damage to
structures caused by the elements are specifically excluded from the definition of
development under the conditions and in the circumstances set out in G.S.
113A-103(5)(b)(5). individuals required to take such measures within an AEC shall
contact the local CAMA representative for consultation and advice before beginning
work.
Structures may be repaired in a similar manner, size and location as the original
structure. No expansions or additions are permissible. The repairs are limited to 50%
of the market value of the existing structure and the following specific conditions.
1. The project consists of the repair of repair of septic drain field, as shown on the
attached' -drawing and materials list.
2. The proposed repairs shall be consistent with all other applicable local
ordinances and North Carolina Building Code standards.
This exemption to CAMA permit requirements does not alleviate the necessity of your
obtaining any other State, Federal or Local authorization and N.C. Building Permits.
This exemption expires 90 days from the date of the letter.
Sincerely,
�xZ
�&
Christine'R. Bouffard, LP
New Hanover County
230 Government Center Drive, Suite 110
Wilmington, NC 28403
i1c:ean liaz,:ai P.sruarme Shoielme ORIN Shotehtte
(For officrat ase onlrt
GENERAL INFORMATION
(LAND OWNER
Name 4a_ c (4001
Address 1 `+2... , V..'
Reirmi Ni mbef
Public trust Shoreline_._-_,._ Othet —
City W " ( vet , ter.! Ay State /JC Zip ,7—T(1 K Phone
AUTHORIZED AGENT
Name
Address i i t,. (ft C'o
City iy y State d Zip $ ( Phone Ito (Ptz- 42 �.3
Email i_s i c1 an .3a ,3 d rt6.
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the
adjacent waterbody.) S
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) i�_ct C ca Z— 11
SIZE OF LOT/PARCEL: square feet acres
PROPOSED USE: Residential Er (Single-family [] Multi -family [] ) CommerciaUlndustrial ❑ Other
COMPLETE EITHER (1) OR (2) BELOW (Contact your Local Permit Officer iryou are not sure which AEC applies
to your property): ,(�
(1) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE: '/ , square feet (includes
air conditioned living space, parking elevated above ground level, non -conditioned space eleva d above ground level but
excluding non -load -bearing attic space)
(2)-COASTAL SHORELINE AECs: SIZE OF BUILDING FOOTPRINTAND OTHER IMPERVIOUS OR BUILT
UPON SURFACES: , square feet (includes the area of the roof/drip line of all buildings, driveways, covered decks,
concrete or masonrypatios, etc. that are within the applicable AEC. Attach your calculations with the project drawing.)
STATE STORM WATER MANAGEMENT PERMIT: Is the project located in an area subject to a State Stonnwater
Management Permit issued by the NC Division of Water Quality?
YES_ NO ,
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: square feet.
k4 U?'ii_N INGTON, W
OTHER PERMITS MAY BE REQUIRED: The activity you are planning may require permits other than the CAMA
minor development permit, including, but not limited to: Drinking Water Well, Septic Tank (or other sanitary waste
treatment system), Building, Electrical, Plumbing, Heating and Air Conditioning, Insulation and Energy Conservation, FIA
Certification, Sand Dune, Sediment Control, Subdivision Approval, Mobile Home Park Approval, Highway Connection, and
others. Check with your Local Permit Officer for more information.
STATEMENT OF OWNERSHIP:
I, the undersigned, an applicant for a CAMA minor development permit, being either the owner of property in an AEC or a
person authorized to act as an agent for purposes of applying for a CAMA minor development permit, certify that the person
listed as landowner on this application has a significant interest in the real property described therein. This interest can be
described as: (check one)
_an owner or record title, Title is vested in , see Deed Book
page in the County Registry of Deeds.
an owner by virtue of inheritance. Applicant is an heir to the estate of
probate was in County.
_if other interest, such as written contract or lease, explain below or use a separate sheet & attach to this application.
NOTIFICATION OF ADJACENT PROPERTY OWNERS:
i furthermore certify that the following persons are owners of properties adjoining this property. I affirm that I have given
ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a LAMA permit.
(Name)
(1)
(2)
(3)
(4)
(Address)
ACKNOWLEDGEMENTS:
1, the undersigned, acknowledge that the land owner is aware that the proposed development is planned for an area which
may be susceptible to erosion and/or flooding. I acknowledge that the Local Permit Officer has explained to me the particu-
lar hazard problems associated with this lot. This explanation was accompanied by recommendations concerning stabiliza-
tion and floodproofing techniques.
I furthermore certify that I am authorized to grant, and do in fact grant, permission to Division of Coastal Management staff,
the Local Permit Officer and their agents to enter on the aforementioned Iands in connection with evaluating information
related to this permit application.
qqt^ t
This the _ 1 day of l[ � (Y, 20 1 ?
or person authorized to act as his/her agent for purpose of filing a CAMA permit application
This application includes. general information (this fotm), a site drawing as described on the back of this application, the
ownership statement, the Ocean Hazard AEC Notice where necessary; a check for $100.00 made payable to the localittq and
any informnary information as beprovided orally by the applicant. The details of the application: as described br there soutrer are
incorporated without Tlcmwce in anypermit which may be issued. Deviation finny these details will constitute a violation of
any permit. Any person developing in an AEC withoutpennit is subject to civil, criminal and administrative action.
Labeladlaoentp7aterbody
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MB 13. PG 20
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LOCATION MAP
NOT TO 5CAE
SURVEY REFERENCE
MAP BOOK 13 PAGE 20
D BOOK 5113 PAGE 2479
ZONE VE (19)
—
— — —
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NOTE: 71N51Oi 19 LOUTm
IN DONE VET 15. 17. IB 4 19)
COMMUNITY ID A 370169
MAP I3720317BW J
DATED: ARUL 3. 20DG
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DCM WILMINGTON, NI
-
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HARRY
CULP *
ROBERT CULP
LOT 172
SECTION 5
FIGURE EIGHT ISLAND IWEI t 32 43 DIE n by/i
J
HARNETT TOWN5HIP NEW
HANOVER COUNTY. N.C. AuoLLat
/�2 n«J/U J-
9NAND EIYUPGf9A1Q1KG Of.IR L51N0 Sacs i sew}I ie eo.ry LrflcNU N
JULY 20. 20 t 6 0.456 AG.± 0- M"NG IRON MFE PATMCK C. BRISTOW
- craERJJNE LAND SURVEYING, PC
CJD
30 0 15 30 60 L7— wnem MONUNIENT 4ll OTJBAlIDM DRIB
�— SET NON PIPE WUAG IOTOK N.C. 79103
0- suwry NNL (M 791-UM (PY:I) (RNn 791-1W (PAIL)
I INCH a 30 FEET �' �HAw &NAL: e
O ®_ WATER /AETBt I+" LACENSURH NQ G3071
PAT C. af4SIPV I 9LRVEY W- M JULY 2DI6
w PUMP PERFORMANCE CURVE
MODEL 98
25
Mm
a
E
10 2D 30 40 50 e0 70
TOTAL DYNAMIC HWIFLOW
PER MNUTE
EFFUIENT AND DEWATERING
mom 98
Fog
Allom GA
I lira
5
11 72
273
10
3.1 51
231
1s
4a 45
170
20
7.1 25
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SAIidFYd
23 Atpba
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lr 180 1ao 1X0
FlAW PER ANNUM �A
(;OWULT FACTORY rOR gSPECLF,L hPPLIG clOWS
• Electrical alternators, for duplex systems, are available and ^ Variable level Oast switches are available for controlling single
supplied with an alarm. and three phase sy Serra
• Mechanical alternators, for duplex systurns, are avalable ^ Double piggyback variable Well floffi sWfthes are available
with or without alarm switches. for variable level long VIC* alor"l c V
Refer to FM19n and F%/9B0[fx f9lpperature¢,�p 8pCF
nr-r, >l Su^0IIF, IV
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SRO11014 GUIDE
1. Integral Boat operated mechanical swkk no extemig ventral required.
2 For automatic hse so gr pujgyba& variable level Flog switch or double
piggyback varwNa level oust awtedh. Refer to FMO477.
3. See FM1228 for correct model of Simplex control parrel.
4. See FMO712 for maw model of duplex control panel or FM1663 for a
09eklandel alternator system
CAUTION
Pm v8mralim an adalorel 71ada refer t1 eQakg m PiyWbark Vd6'6he JrA Swlohes, All hsra0auun of cordrols, grnledlon dio#aes and wkxd, should be done by a gWarosl
PA 7r: RKMCNIARnobr,RAWMA4dW&WA14malor, FT10pE;9a�p,�enmypaasma,f�Vneal: Ti-nsed elechiron. All efecbieal and wiry cDda Should be follomd wdudln0 gle msf
5n* Phc SWlex Pin, Conbut FbhMt Alarm 9rj51mnq Rffir.12 n!ceN n tlonef Efecbre Code (MEC) and Ue Ownpadooal Sally and Heaall AU tUSftA).
RECEIVED
yr NOV 14 2016
E..F�S1it li � ��U ha9'risi� �it_�Y4:irV E mnlsehlalHamm Co, HHaal�i�OeM
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
-- -- -.._ Awe ro, P-0 ear ran — --
t4 °rein xy 48a6mta2
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e Loobwk KY 4101-101
rffpylahaavarelArema P!/MP rCO. �W"ams'''�e
FAKISaeJ 774-3684
,4 Copyright 2003 Zoeller Co. All rights reserved _ - —
u
PUMP
POHER
9UPPLY
120/=OV
1PH
60HZ
CONTROL/
ALARM
POREE
SUPPLY
120V
1PH
60HZ
'IMP/a&saT/
P1 s�c8
NOTE. ALL MGHTS AND SW1TCHBS TO HE
MOUNM MME THE COPTROL'�SORE.
T2 1 2 S 4 5 6 7"8
i
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OPTIONAL d
N.O. lI M
ANIM IFLUAT !
PUMP ON
T 1-1 DRY ALARM
CONTACT
120V ALAEMIZ- ECEIV D
BUZZ" DCM WILMING N, NC
DEC 0 5 2 6
L1 PU" OFF
NOTE: bLwMP MOTOR CnW= BRrAxm.PROTE noX
MUST BE PROVJDED OUTME THS CONTROL PANEL.
MAP
RECEIVED
NOV 14 2016
New Hangar Co. HMM Dept-
Emirmw dal Heats
oIlrlh IB111AInk 11�11;f1ly'kviItTL I
Il
B" # lfsMith 13.1 B 1"—A I NG # Z5571H PG 2 OF 2 DATE 9-
IV
SEPTIC TANK/ PUMP TANK SVnTp (NTS)
W 0
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W ??
W
(r 2
0 2" screened vent
_ _ ii,�N U 1
NOtE -Aceess Rise Flrus-�be`�---ii/,Tankaccess riser
used over Sept _ C
9" freeboa4
Baffle
m
Approved MW Septic Tank
Capacity: /pQ("� aauons
LAND DESIGN ANDRMAINTENANCE. INC.
ROBERT SWIFT, R.S.
116 COQUINA DRIVE
WILMINGTON. NC 28405
Is;r
o8A) .
2-,4"-c
c(� 3a
Woa
stoz a I; AON
03N333H
N1E:Riser must extend
6" above grade
—�� NDIA-4x
dian, box
1
G
ivi
-• 1•N•••\ , . I1 conduits
I z f 4•
.I
:Approved DIM Piung Tank (or equal)
Capacity: L Q __gallons
Equipment List: I. A N[MA 4X Control Panel is required. A copy of the make, nc
and specifications shall be submitted with plans.
2•_" Cate Valve
3•_„ Union
4. Stainless or noncorrosive lift chain or rope
5•_�" Check Valve
6. Sewage effluent pump. A copy of the make, model, and curve
apecifications%shall be submitted with the plans,
7.•ai2El float
8. CN float
9. OFF float NM: A differentiei Fi,.. ._
10/23/2013 87:24 9106865510 RCL.AND PACE 84/86
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PIN
R05211001002000
NEW HANOVER COUNTY
ENVIRONMENTAL HEALTH
230 GOVERNMENT CENTER DRIVE. SUITE 140
WILMINGTON, NC 28403
TELEPHONE (910) 798-6667, FAX (910) 798-7269
Construction Authorization
(RMired for Building Permit/
Permit Number
ON0663731
File Number
13293
The cons uan and Installation requirements of Rules 19JQ .19J1, .1954, .1596, 195 , 1958, and 1959 are incorporated by reference into lhu permit and shall be met.
Systems shall be installed in accordance with the allached system layout.
Issued To: SWIFT, RQBERT
Property Location: 172 BEACH Rd SOUTH - LOT 172 - SECTION 5 - FIGURE 8ISLAND
Facility Type: SFD ❑ Expansion ❑ New M Repair Basement Fixtures: ❑
Type of Wastewater S}'stem: IVa (Initial) Proposed # of Bedrooms: 4 Repair: IVa
Installation Reauirements/Conditions
Septic Tank Size: 1.000 Existing, gallons Wastewater Flow: 480 GPD
Total Trench Length: N/A fl Bed Sq. Ft.: 34(L) x I& W1 = 612 Pump Tank Size: L000 Existing, gallons
Trenches shall he installed on contour at a Maximum french Spacing: 3 Feet on Center
ll rench wnoms shall he le't•ei ro i; U4 in all arrecrionsl
I rencn uepm
is WATER LINES REPRESENTED BY AGENDAPPJICANT TO BE A MINIMUM OF 10 FT FROM ALL PARTS OF SEPTIC SYSTE7.L THIS REPAIR SYSTEM AMhHIP®
BEST PROFESSIONAL JUDGMENT DUE TO SPACE CONSTRAINTS. IF SYSTEM MALFUNCTIONS, AN INNOVATIVE SYSTEM WILL BE PERM 4�"ARr
T OF SYS M AREA TO BE INSTAMED. DESIGN SPECIFICATIONS TO BE PROVIDED BY MSTALIERUPERATOR PRIOR TO OPERATION
Ifapplieablc l understandihe systemtype speehedisdiemnifrom the 4pi.yieclhedon the applications. /accept
Representative Signature:
DEC 0 5 2016
Date. / 1 (J
]no c:onttrucnon Authorization to subject to revocation tj the site plan plat, or the interdeduse changes The Construction Author anon shall not he transferred
when there u a change to ownership of thu sire. This Construction Author r subject to compliance with the provisions of the laws and Rules for,Sewage
Treatment andDisposal and to the conds ens of thif jm1.. /
Authorized State Agent: Ta / Gg, Date of Issuance: 11/14/2016 Date of Expiration: 11/142021
See Attached Site Sketch
"Healthy People, Healthy Environment, Healthy Community"
BvMe wd modAed if pra mC JASSt b) _
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3. Af BdBe(fll$.B );SB�d10 111�181M.0IRtC11di�1B�CN1 C, bi1�i111b50lorofm
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(.1954b5)
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6. Ye1larvea hale an SidaeT �. (.1854 DS)
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12 Koh li Ordlmm(mmcsildleseDm*p q)-mgj.1952c5) C
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QMM
Pimp � � grope (tnrfOelrm teabtanq (-1952 c9j
Ald*hm kb (9rf8 itd dkf.) ,, N- Pm pLvW and aback vaWe when nude& (.1952 ary
Emy acmmlc I *mnW Oft (AMGM SuggsSladbD be WYM 12 tnohes of are asw cover
9e pPe and f (aot� 4" . Y
Wa dbl oom (,1%4 b5)
SerW maim. dab of mmadwwm an
UPRNTED an ft to side of the a
Clndarbbek 8 gches ltvdc
EFFLjWUTptN p
(capablea(haufk orleha8(frhsatde)
TOTAL OMMAC HEAD (mm) _ -;;P! b
GALLON PER tiiON E (n*L)
TAWSM &ALj-014g t,O
GALLONS PER DOSE IS70
INCHES TO DORE
OTHER+EC1CArK)Ns_-
RECEIVED
NOV 14 2a