Loading...
HomeMy WebLinkAbout20230429 Ver 1_Site Plan_20230323b. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation c. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation d. Location of any proposed structures such as huiIdings, retaining walls, docks, etc. e. Location of arty excavation or dredging below the Full Pond/ Normal Water Level elevation Full Pond/ %o sl Water Shoreline Plan View La ke (At Full Pond/ Normal Water Level) N D"ar IdoC Lake (At Full Pond) Normal Water Lerell Existing Dock 30 ft x 7k 3 frx 150 it FuE1 Pond) Narma! Water Level Below fua pond) N W L t• mt roorem rine Ripra ... ore;150h {� Ab— fun pond] IPW I 2 h.x 150 Ft addltlonak dearing H necessary AMPLE Plan View O� North Carolina Department of EnvironmentalQuality I Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 e���—DHF` „, mwanr 919.707.9000 ,aft- below full pond water level �ft- ahove Full pond water level Existing bank XfE. bank height Side Vi �r�7eoj-c.r--G1►'11 CQ rabrr Ci LAII I a 110 North Carolina Department of Environmen(al Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, Barth Carolina 27699-1617 a r� ".1 nw�� r 919.707-9000 sign Envelope ID DBC65CC4-D5C8-42DO-6,....-85998BEBAEE5 k r �——, P.- The"Owner" Mark Reddick 8283 Long Island RO Catawba, NO 28609 909-213-8508 Boats4me71 @)gmai1.com SHORELINE CONSTRUCTION AGREEMENT 1217122 The "Contractor" Lancaster's Custom Dock & Lift Systems, Inc. NC General License Contractor # 49723 1156 Perth Road Troutman, NO, 28166 (704) 528-7400 The Contractor and the Owner shall be individually referred to as a "Party" and collectively referred to as the "Parties", as context may require. T55 755 DESIGN SKETCH MW t 4 3; 760 } rt� k a 16ir a 755 V.8.01-22 Page 1 of 7 Shoreline Construction Agreement T " kko'g. EM-mw � Mmm=,,M 41MINIMMA --LAW 09109, 1*1 I, A.Frank Chandler,Jr., certify that this plat was drown under my supervision from on actual survey mode under my supervision, (deed description recorded in Book 'i AO _, Page 1643 ); t the boundaries not surveyed are clearly indicated as drawn from the deeds shown ; that the r ti of Precision as cafeuloted is 1:10.000+. Witnes$ ply original signature, license num4er and seal this 23rd do f U A.D.. _1aG1 --____W 0 T I 11 H a SITE J a' R1 SNER� rra kwl:ra / VICINITY MAP-NTS LOT 4 MB.45 PC.90 THE SUMMIT AT LAKE NORMAN SECT, TWO MAP ONE LEGEND: EIP r =EXISTING IRON PIN NIP 0 =NEW IRON PIN R/W =RfGHT OF WAY ra, =POWER POLE DB. =DEED BOOK PG. -PAGE M0. =MAP BOOK NTS =NOT TO SCALE C/L -CENTERLINE SB = SETBACK EP =EDGE OF PAVEMENT LINETYPE PROPERTY LINE= EASEMENT- — — ADJ=— --- — — RW r c r PIER -a I ZONE I `c La I � I � I I I � i I I i I + I � I i I n I I a m ! I N A4. I w m I I P I iA + I I f GAYLE de HLIP BRISCOE, jJR. LOT 5 MB, 45 PG' go i IIHE SUMMIT AT ILAKE NORMAN SECT. TWO I MAP ONE I I j f � I � I '0' �c 6b. C", Ge(i� 10 tH4:ii4yj;low4:42111ril;7,711[9kil+ir1:1F7.]y:I:i12[ilI4iP.Gli1olmq.lE41'[ 0 100 200 300 SCALE; 100 FEET/INCH OB.3140 PG.1848 M6.45 PG.90 DATE: DRAWING NO. DRAWN BY: 5/23/21 21059 AFC Professional Land Su or L- 4151 4131 JOYCETON ST, CHARLOTTE, N.C. 282 8 704-589-3538 - LAKE NORMAN a+l��� WATER LEVEL �, 4+rC11_FL '" ��. )'�50' OFFSET _ Q ; 'k FIELD LOCATED _ - L f s� CHAv�- r � L1 Sd3'S8 55 E � 3.65 L2 518.48 11 E 54,98 L3 582'S1 43 W 14,29 74 NZ4"4152 V 36.9E L5 51611 45 19.91 L6 N43'58 52 W 34.65 L7 N32'15 22 W 22.1:' L8 N6253 46 E 16.53 L9 S40'13 3i E 35.9 L10 534'17 58 E 15.8,Z, L11 S24'23 37 41 .71 L i 2 570'51 —30'W 17.57 L13 N8fi'23 57 W 26.60 L 14 IS 18-48 1 ❑ E 52.00 L15 1 S85'55 55 V 58.75 L16 N18'4812 61'00 LOT 6 MB.45 PGAO THE SUMMIT AT LAKE NORMAN SECT, TWO MAP ONE NOTES: 1. ALL DISTANCES ARE HORIZONTAL. 2, CORNERS MARKED AS SHOWN. 3. SURVEY IS OF EXISTING PARCEL PIN#47100107514400, 4. PROPERTY SUBJECT TO UNDERGROUND UTILITIES. PHYSICAL SURVEY FOR MARK & SUSAN REDDICK 8283 LONG ISLAND ROAD PIN#47100107514400 CATAWBA, N.C. 28609 CATAWBA COUNTY CATAWBA RIPARIAN BUFFER NOTIFICATION FORM Project Name/address: Owner: L-4y` Print Contractor/agent: Print Sign f Signature The approval is for the purpose and design described in your application. Impacts not indicated in the application is a violation of the Buffer Rule. Site specific work should be provided in the application. [15A NCAC 02H .0506 and 15A NCAC 02B .0243(8)] Trees are not allowed to be removed from Zone 1 of the Buffer (within 30 ft of the full pond elevation), unless approved. Exception, those trees that are severely undermined along the immediate shoreline can be removed. Minimal shaping and sloping along the immediate shoreline is allowed. [15A NCAC 02B .0243(6)] Benching and grading in the buffer is not allowed. Excessive disturbance of ground cover. [15A NCAC 02B .0243 (6)] Beaches, impervious patios, impervious walkways, etc. are not allowed in the buffer unless specifically approved by the division. There are limitation on size for decks. [15A NCAC 02B .0243(4) and (6)] Work to be conducted from land must indicate an access and indicate any trees that are to be removed. The work corridor should be described. The approved access corridor shall be restored. Staging, spoil, construction material must be outside the buffer. [15A NCAC 02H .0502 and 15A NCAC 02B .0243 (4), (6), (8)] Stormwater cannot be piped or channeled for direct discharge to the lake. All constructed stormwater discharges must be at the natural elevation and discharged prior to entering the buffer directed as diffuse or sheet flow at non -erosive velocities to the lake. [15A NCAC 02B .0243(5), (6)] Acknowledgement of Notification I, , hereby state that l have been informed of the Catawba Riparian Buffer Rule. Any work conducted in the buffer, not specifically stated in the application and approved by the Division of Water Resources jDWR), is a violation and subject to enforcement. Due diligence will be taken such that the construction will be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer ules, the approved plan(s) and specification(s), and other supporting materials. -1-7 Signature (owner): 'rz Date: