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HomeMy WebLinkAbout20150140 Ver 1_Shoreline Stabilization_20150202FRED BAIRD BLACKLEY, ASLA LANDSCAPE ARCHITECT 504 SOUTH DEKALB STREET SHELBY, NORTH CAROLINA 28150 (704) 484 1731 Transmittal r - ttn: Project: I _ Project No: C v ,i-n. t frz 11,r' For: APPROVAL INFORMATION RECORD REQUEST �.J REVIE COMMENT USE Pawn rle c Copy To: By: —Pb RECEIVED Via: US MAIL (� AIRBORNE PICK UP UPS FFS 0 2 2015 FAX DENIiUKW DEEMWR OTHER TORMWAI ER PERMITTING Copies Item Description If V o kA44 For: APPROVAL INFORMATION RECORD REQUEST �.J REVIE COMMENT USE Pawn rle c Copy To: By: —Pb RECEIVED Via: US MAIL (� AIRBORNE PICK UP UPS FFS 0 2 2015 FAX DENIiUKW DEEMWR OTHER TORMWAI ER PERMITTING W! Provide three (3) copies of the application and supporting information (maps, drawings, etc.), as well as the appropriate application fee (see below), to the Division of Water Resources, 401 & Buffer Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699 -1617. I Apfilicant Information [J' Owner Information Please provide complete and accurate contact information t Agent Information Per 15A NCAC 02H 0502 , an agent maybe given signatory authority for the owner /applicant if a signed and dated copy of an Agent Authorization letter is included with the application (A sample form may be found at http / /vvww saw usace army mil/ Porldls /50 /docs /regulacory /regdocs /Permits /SAMPLE AGENT AUTHORIZATION FORM pd f) II Pr4ect Information © Vicinity/ Site Map- Some type of site map so that someone unfamiliar with the area can locate your project A county map or USGS topographic map indicating the project location is usually sufficient Site Plan- A site plan showing the location of the shoreline, location of the impacts to the shoreline and /or lake bottom and the location and any vegetated areas that will be impacted In most cases the site plans do not have to be professionally prepared However, if you intend to conduct hydraulic dredging, professionally prepared drawings will likely be required for the spoil structures See example below Photograph of shoreline to be impacted/ disturbed ® Description of property (including location information and lat /long coordinates) and existing features on and near the site Description of project and impacts/ disturbance proposed r III Signature ® Per 15A NCAC 02H 0502 , the application shall be considered a "valid application" only if it bears the signature of a responsible officer of the company, municipal official, partner or owner This signature certifies that the applicant has title to the property, has been authorized by the owner to apply for certification or is a public entity and has the power of eminent domain. IV VgA Iplication Fee The application must be accompanied by the appropriate application fee (checks made out to the NC Division of Water Resources) The application fee is as follows (pursuant to G 5_143 -2 15 3Q) ➢ $240 00 for impacts to lake (below normal water level) of less than 1 acre ➢ $570 00 for Impacts to lake (below normal water level) of greater or equal to 1 acre INSTRUCTIONS FOR APPLICATION SSGP307980 08 -13 & SUPPORTING DOCUMENTATION Page 2 of 3 2 0 1 5 Division of 'Water Resources 0 1 4 0 State of North Carolina Department of Environment and Natural Resources P — Division of Water Resources 15A NCAC 02H 0500 – Water Quaality- Certif�on, Shoreline Stabilization FORM SSGP 10 -2013 Shoreline Stabilization Application Form Three copies of the application (including attachments) and the application fee should be sent to: Division of Water Resources 401 & Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC 27699 -1617 I. Applicant Information [15A NCAC 02H 0502(a)] 1 Owner Information Name k ,J Mailing Address Telephone Number kil — Fax Number E -mail Address 2 Agent/ Contact Person Information A signed and dated copy of the Agent Authorization letter (a form can be downloaded here hit //www saw usace army mil Portals 59 cIoclregulator�egoocs, PermrtslSAIVIPLE AGENT AUTH ORIZATION FOR VI odf) must be attached if the Agent has signed this application form Name Company Affiliation Mailing Address Telephone Number E -mail Address Person to receive the Certification Approval Fax Number II. Project Information [15A NCAC 02H _0502Laj & (b)] %A Attach a vicinity map (i e street map) clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads �2 Provide a detailed site plan showing property boundaries and proposed locations of vegetation clearing, structures (buildings, retaining walls, docks, impervious surfaces, FORM SSGP 10 -2013 Page 1 of 3 I t /- etc ), rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations, and construction access corridors You may use the diagram provided at the end of this application form 3 Attach a photograph of the shoreline/ buffer proposed to be stabilized (Include a scale of some sort- a yard stick, shovel handle, etc ) 4 Location of t e property ( here woi k is to be conducted) County Nearest Town �� NIMMai e address (include phase /lot number) site - please include road named and numbers, landmarks, etc Latitude (in decimal degrees) E 0 1b 3__ U Longitude (decimal degrees) " 4 5 Describe the existing land use or condition of the site at the time of this application (residential, undeveloped, etc) 1 " 6 Property size (acres) 7 Lake/ river/ ocean adjacent to property 8 Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or why it is necessary) LAL 0 -a/ 9 Will work be conducted from land? [' Rrom water ?, F-1 10 Total amount of disturbance (including all excavation, baackkf ripetaining walls, etc ) below the normal pool lake level/ Normal Water Level in square feet or acres 11 Total amount of disturbance (including all clearing, back fill, excavation, rip rap, retaining walls, etc ) above the normal pool lake level/ Normal Water Level and 50 feet land -ward in square feet or acres I a ( 12 & t__ 12 Please describe the vegetation above the normal pool lake level/ Normal Water Level and 50 feet landward to be impacted (number of trees, for instance) k h 4--X 04 • / V Wlrq V Ad �th�AOnrl i ,,V � W C Owner /Agent's Signature Printed Name [15A 1111CAC 0?_i I 05Q2Jf)I Agent's signature is valid only if an authorization letter from the owner is provided Date FORM SSGP 10 -2013 Page 2 of 3 Full Pond/ Normal Water Level Shoreline J v � s- Lake (At Full Pond/ Normai Water Level) See " � � twg b�Af Please approximately sketch the following information on this plan (provide dimensions for each item, such as 10 ft x 100 ft)* All proposed vegetation clearing 2 Location of rip rap or fill to be placed 219y the Full Pond/ Normal Water Level elevation 'SO Location of rip rap or fill to be placed bed the Full Pond/ Normal Water Level elevation Location of any proposed structures such as buildings, retaining walls, docks, etc Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation ' 6 Location of construction ccess corridors FORM SSGP 10 -2013 Page 3 of 3 C A � B Ba FAIRVIEW �� FA1V��Ew 2067 FARMS H LOWMAIF_I D U7 �i \9 e D� F 2069 C,Y n Q� 1942 2070 Ohs LEN � 2070 94 A `/ OR OR \ CV IDR. P �f SPRING 2071 ' � HILL Z1 _ 69 _ 0� 2133 � F HAVEy:, HAR R POINT C A � B Ba FAIRVIEW �� FA1V��Ew 2067 FARMS H LOWMAIF_I D U7 �i \9 e RE C mWED GR E u `' 2u IJ NR -LA; PITY ST OR TE FERvml . B a n RE C mWED GR E u `' 2u IJ NR -LA; PITY ST OR TE FERvml . B 7 rip ! f� - 4A., q •1- I Ir ,v W. 1. . 4A, I ry , M Lcl CD N Q 0 Cu c 0 c 0 \ \ \ \� c \ e O 20' 40' 60' \ \ BRANCH ALIGNMENT 12/31/14 WHILE M055 LAKE DRAWN DOWN WATER LINE CFULL POND) LOCATED BY BANKHEAD SURVEYING 03/11/:0 r s 015 "POPLAR 14 "OAK o 1 s,� �.!�.:::::: ........... . o ! �0 g fir' � q ti ,f ar l •'"".,•.. �,� `. i r `w / 4i: CE1�I' .EI .. M 0 5 5 41 DEE y '.r•�D �.. / �,,• °\ �,~ PROP05ED DOK 12'x40' Cf"F'E 737.50 . w. WITH �J I 4,q �• °° �' "�; `<> COVERED BOAT 5LIP 11'x30' i on DEBAR \ I J RIPRAP NTIRE SHORE \ \••. ILL BE UNDER FOLLOWING DREDGING OPERATIONS QK STRUCTURE 1 \ \ DREDGING BY PERMIT 15 \ ° CURRENTLY UNDERWAY ti \ WATER LINE CFULL POND) LOCATED / BY BANKHEAD SURVEYING 03/11/10 \ \ t \ a ti ,o \ \ r / r / / / f / SCOTT G. SHARP €3B 1525 PG 255 "t #38 -- PLAT BOOK 21 PAGE 30 / f / / / O / A�. / ,r / / s / .r r" r LEGEND 0 EXISTING IRON CALCULATED POINT -- -- WELLS PROPERTY LINE - - - - OLD WATER LINE ------- - - - --- ROAD RIGHT OF WAY LINE LINE PLOTTED PER DEED (UNLESS SHOWN WITH BEARING AND DISTANCE) 704.484.1731 504 50UTht DEKALB STREET SHELBY, NORTH CAROLINA 28150 BANKHEAD SURVEYING , PA 1203 EAST MARION ST, SUITE 1 SHELBY, N.C. 28150 704- 481 -1040 FIRM LICENSE NUMBER= C -0972 lose$%* CM04 B ®s,' DSCAe'e_ 9'�s® , ,o F® • r 0,00 OR' WELLS PROPERTY 21q FAIRMONT DRIVE SMEL15Y, THI5 DRAWING 15 THE PROPERTY OF FRED B. BLACKLEY. A5LA AND 15 NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERMI5510N. IT 15 NOT TO BE U5ED ON ANY RECEIVED OTHER PROJECT AND 15 TO BE RETURNED UPON REQUEST. FE-B 02 2015 :.ri =b VVAlfe RPERIViITTING �= \�WGS\�i1V� /ELLS�\W�VELL520.DWCa 01/13/15 WWELL520.DWG SHEET 1 OF 3 2x8 J015T ® 16' OC DECKING C5 /4x6 OR DOCK PLAN s/8' -1'—o' 6x6 POST SUPPORTING 2x8 RAFTER C24' OC) 2x8 CEILING JOISTS BEL ROOF OVERHANG 6x6 P05T ROOF OVERHANG 4x10 BEAM CZ- Zx10s WITH BLOCKING) 2x10 PERIMETER BAND 6x6 P05T 410 BEAM C2- ZX109 WITH BLOCKING) 2x8 J015T ® 1 e' OC - 12' OC FOR 'TREX' DECKING C5/4 d OR 2x6 4x10 BEAM C2- 2x108 WITH BLOCKING) ROOF= 6 +12 1`1 1�-'H PLYWOOD 5HE�-'TING. #16 FELT FIBERGLASS 5f- 'iINGLE5. RIDGE VENT OPTIONAL PLYWOOD CEILING OWNER OPTION, GABLE ROOF WITH OPEN OR CLOSED ENDS 242 OR 240 STRUCTURAL MEMBER 4x10 BEAM NOTCH P05T SECURE WITH 3 - 3/8' LAG BOLTS 2x12 OR 2x10 STRUCTURAL MEMBER 1x6 FACIA 6x6 POST 5UPi- 'ORTING ROOF 2x8 RAFTER C2,,e-` OCR 2x8 CEILING JOST5 BELOW 4x10 BEAM NOTCH POST SECURE WITH 3 - 3/8' LAG BOLTS ROOFt HIP WITH 6112 PITCH SHOWN PLYWOOD SHEETING, #16 FELT FIBERGLASS SHINGLES, RIDGE VENT OPTIONAL= PLYWOOD CEILING - -- f-- 1x6 FACIA BRACING 4 c?5.. Uri BOAT 6x6 P05T lJ Ji \ BOA I LAWN SLIP DOUBLE 2x10 AT LEVEL OF OTHER BEAMS FULL POND - EL 73G.O -- RIPRAP x� CA �--- BRACING BELOW FULL POND LEVEL x� 2:1 SLOPE DREDGED PER OTHER PERMIT WELLS Pik Y N ROOF PLAN m EAST ELEVATION 219 I' AIRMONT DRIVE 1/8' -1'-8' N 0 SHELBY. N G CU C m THIS DRAWING 15 THE PROPERTY OF FRED B. BLACKLEY. ASLA AND 15 NOT TO BE REPRODUCED OR COPIED IN WHOLE OR LD IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY o OTHER PROJECT AND 15 TO BE RETURNED UPON REQUEST. co v 0 0 i SCALE. 1/8 " =1' —O' W Ga \DWG5\WWELL.5\WDOGK8_DWG 01/13/15 WDOGK8.DWG -SHEET 2 Of 3 cn CD o N-=--b: DRAINAGE AREA FLOWING TO ANY POINT ON SILT FENCE SHALL NOT EXCEED ONE ACRE TO INCREASE STORAGE, CONSTRUCT SEDIMENT PIT OR 'TRAP ABOVE SILT FENCE. 51LT PENCE NT5 INSTALL AND MAINTAIN 51LT FENCE AND OTHER MEASURES FOR DURATION OF PROZCr f SECTION '. RIPRAP NT5 Lo N cuQ cu cu c m c 0 Lo 3 d F-- W cn 3 W SCALES NA m 3c LD / m 0 LACK ULTRAVIOLET RESISTANT RIFT 100X FABRIC OR EQUAL 1/2'x 1 1/2' OAK POST C54' 8' -0' O.G. MAX. AX. SEDIMENT STORAGE LEVEL ✓33 OF HEIGHT MAND- PLACED CLASS 'B' "AP ON MRAFI 100X FABRIC OF EQUAL TOP ELEVATION - THIS PROJECT - 737.0 CUNDER DOCK) FULL POND CEL.736.0) TOE ELEVATION - 733.0 'NOTCH IN' AT TOE TO MO-D STONE IN PLACE iE DECKING (5/4x6 OR 2x6 OR 'TREX') 440 BEAM (2 - 2x10's WITH BLOCKING) ATTACH MEMBERS TO POST WITH 3 - 3/8' LAG BOLTS 2x8 JOIST (16' OC MAX.) 12' FOR 'TREX' 2x2 LEDGER - ALT.- JOIST MANGER FULL POND CEL.73G.0) — -- 6x6 POST ALL WOOD PRESSURE TREATED SOUTHERN YELLOW PINE ALL FASTENERS HOT DIPPED GALVANIZED Sf CTlO� I C/ J I T/ BEAM / POST 3B DE u NT5 '; NT9 P05T TO SUPPORT ROOF ABOVE DECKING C514x6 OR 2x6 OR 'TREX') 4x10 BEAM (2 - 240's WITH BLOCKING) ATTACH MEMBERS TO P05T WITH 3 - 3/8' LAG BOLTS 2x8 JOIST C16' OC MAX.) 12' FOR 'TREX' 2x2 LEDGER - ALT.- JOIST MANGER FUL POND CF1.736.0) 6x6 POST ALL WOOD PRESSURE TREATED SOUTHERN YELLOW PINE ALL FASTENERS HOT DIPPED GALVANIZED N15 LAKE BOTI 6x6 POST SHARPEN Et DRIVE INTO uj ALL POSTS PRESSURE TREATED CGROUNO CONTACT) SOUTHERN YELLOW PINE r m r, FAM •. „ — .: 504 5OUTH DEKALB STREET SHELBY. NORTH CAROLINA 28150 DECKING (8 /4x;4 OR 2x6 OR 'TREX') 2x8 JOIST - TO REST ON BEAM C16' OC MAX.) 12' FOR 'TREX* 410 BEAM C2 - 240's WITH BLOCKING) ATTACH MEMBERS TO POST WITH 3 - 3/8' LAG BOLTS FULL POND (EL ,73G.0) — -- 6x6 POST ALL WOOD PRl $5URE TREATED SOUTHERN YELLOW PINE OR APPROVED TROPICAL HARDWOOD ALL FASTENERS HOT DIPPED GALVANIZED POST TO SUPPORT ROOF ABOVE DECKING (5 /4xG OR 2x6 OR 'TREX') 2x8 JOIST CIS 00 MAX.) 12' FOR 'TREX' 4x10 BEAM (2 - 240's WITH BLOCKING) ATTACH MEhBMS TO POST WITH 3 - 3/8' LAG BOLTS FLHL. FOND CEL.T36.03 — -- 6x6 POST ALL WOOD PRESSURE TREATED SOUTHERN YELLOW PINE OR APPROVED TROPICAL HARDWOOD ALL FASTENERS ',10T DIPPED GALVANIZED SECTION !I-PECKING / JOIST / BEAM / P05T CSILIPPORTING ROOF) Ir l 5 6x6 POST CONCRETE FOOTING WELLS PROPERTY 219 FAIRMONT DRIVE SHELBY. N G THIS DRAWING 15 THE PROPERTY OF FRED B. BLACKLEY. ASLA AND 15 NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERMISSION. IT 15 NOT TO BE USED ON ANY OTHER PROJECT AND 15 TO BE RETURNED UPON REQUEST. C'ODWG5\WWELL5\WDET.DWG 01/13/15 WDET.DWG SHEET 3 OF 3