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HomeMy WebLinkAboutHB_14-054_SmithM PLANNING & INSPECTIONS DEPARTMENT Building Inspector January 6, 2015 Exemption Number — 2014-054E Timothy Evans Inspections@hbtownhall.com CFM/CZ0/LP0 Rhonda Wooten Jerry Smith ronda@hbtownhall.com 1620 Hoppy Hill Drive Asst. Kni htdale NC 27545 g Pam Pam Powell Pia nninglnspecUons@hbtownh all.com RE: EXEMPTED PROJECT - SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD FLOOD AREA OF ENVIRONMENTAL CONCERN — (15A NCAC 07K .0213) PROJECT LOCATION/ADDRESS — 110 Seaview Drive Dear Mr. Smith : I have reviewed the information submitted to this office in your inquiry concerning the necessary filing of an application for a CAMA Minor Development Permit under the Coastal Area Management Act. After making a site inspection on December 22, 2014 , I have determined that the activity you propose is exempt from needing a CAMA Minor Development Permit as long as it remains consistent with your project drawing, dated December 3, 2014 and signed by Everett G. Graham, and it also meets the conditions specified below. If you plans should change and your project will no longer meet these conditions, please contact me before proceeding. SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD FLOOD AREA OF ENVIRONMENTAL CONCERN EXEMPTED - All single family residences, including associated infrastructure, accessory structures or structural additions to an existing single family structure, constructed within the High Hazard Flood Area of Environmental Concern are exempt from the CAMA Minor Permit requirements provided the development is consistent with all other applicable CAMA permit standards and local land use plans and/or rules in effect at the time the exemption is granted including the following conditions and limitations: RECEIVED DCM WILMINGTON, NC JAN 0 8 2015 110 ROTHSCHILD STREET • HOLDEN BEACH, NC 28462 • 910.842.6080 PHONE • 910-842-7003 FAX www.hbtownhall.com 1. Development shall not be located within the Ocean Erodible or the Inlet Hazard AEC. 2. Any building shall be constructed on pilings and comply with the North Carolina Building Codes and the local flood damage ordinances, as required by National Flood Insurance Program (NFIP). 3. The development does not require any permission, licensing, approval, certification, authorization or approval from any state or federal agency. 4. A signed AEC hazard notice indicating that the property owner is aware of the special risks and conditions associated with development in this area. 5. The (4) 9'x 20' parking spaces shall remain for the life of the structure in accordance with Town Ordinance. 6. The concrete slab under the house was submitted and approved to be -a final elevation of 7.0 This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other State, Federal or Local authorization. This exemption expires one (1) year from the date of the letter. Sincerely, V & Rhonda Wooten — LPO Cc: Holley Snider - DCM RECEIVED DCM WILMINGTON. NC JAN 0 9 2015 110 ROTHSCHILD STREET • HOLDEN BEACH, NC 28462 • 910.842.6080 PHONE • 910-842-7003 FAX www.hbtownhall.com prc�ro�R E I J,1l'u'16 D i TOWN OF HOLDEN BEACH EVERETT G. GRAHAM, P.E. 159 BRUNSWICK AVE EAST HOLDEN BEACH, NC 28462 (919)622-7776 ]ERRY SMITH BUILDERS 110 SEA VIEW DRIVE HOLDEN BEACH, N.C. TOTAL LOT AREA 4,983 SQ. Fr. TOTAL IMPERVIOUS AREA HOUSE AND DECKS (INC. 12" O/H)...................1,311 SQ. FT. 1311 sq ft x 1.5 / 12 = 164 cu ft of stormwater containment required. • Utilize gutters and downspouts draining to an EEE ZEE LAY drain system. • Capacity of EEE ZEE LAY system = 3.75 cu ft_/_ft. Length of system required = 164 cu ft / 3.75 cu ft / ft = 43.7 ft. • Round up to 50 ft. 12' Drainage Bundle With Back -fill Corru9nted Perforated 2, P.E. Distribution Pipe �1 Filter Cloth Drainage Bundle i Drainage Bundle ; ,OP F �'b°', Without Pipe Without Pipe Y9� 3; _ _ SEAL - eta 025971 EEE ZEE LAY DETAIL ''•9E?T GF'.•` nt5 ,5,%i ECEIVED 1 2 _ O3pCNJ�WPIVGTON, NC JAN 0 9 205 J RRY SMITH BUILDERS I- 0 M 010 SEA VIEW DRIVE JA14 - 2015 TOWN OF HOLDEN BEACH R ml MAG NAIL ELEV: 5.32 _wE SEARING DISTANCE Lt S 82'33'47" W , 19.04' N 25 LF EEE ZEE LAY SYSTEM NRB ACTUAL LOCATION MAY VARY DUE TO SITE CONDITIONSN 81-41'32" E .1+ - 6.9 -__--_--- 99.6" —� S '•1 + — — -- _ 6. CONCRETE SLAB BCPJ -------- EB _ ___ '1'I ---- ELEVATION: 7.3' NIP TP +6 a --'--- •- --- +6 3 - N r _ �_---1 C N N ___- Lo HOUOSE co6.1 '` 0 11 + >� o +fi.6 PROPOSES SLAB r -+6.6 m > 4; PROPOSED GRAVEL w > ORp/EWAY 1 [ 1 ---" _ Z - -__ 7 11 (3: v 1 £ E.4+ __------ — L 6.8+ L NRB z `" L-- 81-50'47' W -+ "A 6.9+ S +6.7 g +5.1 6.6 5 LF EEE ZEE LAY SYSTEM LA NIP _99'92 8.9 7+1\ ION MAY VARY ADUE O TO SITE CONDITIONS _�1 +6.9 -_ --7 -------' + CONCRETE SLAB 4 REQUIRED PARKING SPACES ELATION: 7,4' I PER BEACH ZONING CODEH60FEN NOTES: 'INFORMATION FROM A SURVEY BY GARY GURGANUS. '00 NOT DRIVE VEHICLES OR PLACE HEAVY EQUIPMENT OVER INFILTRATION TRENCHES. 'ALL SIDES OF THE INFILTRATION TRENCHES MUST BE LINED WITH F!LTER FABRIC, SCALE: 1" = 20' SLJAL 025971 P �Z-v3-2oly RECEIVED DCM WILMINGTON, NC JAN 0 9 2015