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Home My WebLink About20151063 Ver 1_Shoreline Stabilization_20151013ti; t State of North Carolina Department of Environment and Natural Resources DWR Division of Water Resources Division of Water Resources 15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization FORM: SSGP 10 -2013 $ FAH"'o Shoreline Stabilization Application Form LJ Four copies of ,the application (including attachments) and the application fee should be sent to: Division of Water Resources 0 r 401 & Buffer Permitting Unit 10 1650 (Mail Service Center s Raleigh,) NC 27699 -1650 1. Applicant Information r15A NCAC 02H .0502(x)) OCT 1 3 2015 1. Owner Information X01 9' ° WpTER ?aq!8 URCES Name: David 8C Su'anne Kirkland �. ao� � i=F�,��C�,�,T-irvo Mailing Address: 6912 Premier Drive Charlotte, NC 28277 -1318 Telephone Number: 704- 540 -1618 Fax Number: E -mail Address: r y`,W411j) j(7 �,✓ ��,/',� �� /� 2. Agent/ Contact Person Information A signed and dated copy of the Agent Authorization letter (a form can be downloaded here: htto: / /www.saw.usace.armv.mil/ Portals /59 /docs /reRulatot-v /retzdocs /Permits /SAMPLE AGENT AUi-H OR17_ATIt7IIN FORM.odf) must be attached if the Agent has signed this application form. Name: Company Affiliation: i Mailing Address: i Telephone Number: Fax Number: E -mail Address: Person to receive the Certification Approval: 11. Project Information '15A NCAC 021• .050 a 1 ( 2( ) & (fr)) 1. Attach a vicinity map (i.e. street map) clearly showing the location of the property with respect tlo 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 I l Page I of v�/F �Zj oiCcSI -2 rr'�YL ZDl e X106 aS>>/`�J�I f 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. I 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 the property (where work is to be conducted) County: Stanly Nearest Town: Norwood, NC Subdivision name or site address (include phase /lot number): I Eagle Pointe, Lot I#16 Norwood, NC Directidns to site - please include road names and numbers, landmarks, etc.: f=rom Hit;hwav 52 in Norwood NC — turn left onto Pee Dee and follow for approximately 3.5 miles. Turn right onto Randalls Church Road. Then turn left into Eagle Pointe Subdivision (1 -1.5 miles). Property is on the right. Describe the existing land use or condition of the site at the time of this application (residential, undeveloped, etc.): Residential 5. Property size (acres): .5 acres 6. Lake/ ri i er/ ocean adjacent to property: Lake Tillery 7. Describe proposed work (include n discussi ' as to how hardening of shoreline has been avoide or why 't is necessary : 8. Will work be conducted from land? ® From water? [] 9. Total amount of disturbance (including all excavation, backfill, rip rap, retaining walls, etc.) below the nornial pool lake level/ Normal Water- Level in square feet or acres: 131.08 linear feet of shore line x 6' of grading below full pond — 786.48 sa. ft. of grading 11. Total amount of disturbance (including all clearing, back fill, excavation, rip rap, retaining walls, et L.) above the normal pool lake level/ Normal Water Level and 50 feet land -ward in square feet or acres: 131.08 linear fl of shoreline x 8' of uadina above full Dond = 1048.64 12. Please di'scribe the vegetation above the normal pool lake level/ Normal Water Level and 50 feet landward to be impacted (number of trees, for instance): -15 Trees Owner /Agent's Signature* j15A NCAC 02FI .0502(f)l Date i FORM- SSGP 10 -2013 Page 2 of 3 " / ! i . ! | � | i 1 i | � � } 'i r � | o � | /H APPENDIX G Moderate Rip Rap Stabilization VEGETATION AND EROSION CONTROL FABRIC ~ - - - '— �y _—_-- CLASS 2 RIP RAP---�— | | 1| Q | L \ EROSION CONTROL FABRIC ! � EXISTING GRADE \ �--3` MAX \ i r | ` � | / i 8 ! » . | ^ !/ | 38~ TO 72" ERODED CUT � | WAVE EXPOSURE 34 LAKE 80 -- -- ---- T~." �i q ,T flu c.a}c n AT nl +Yr P�s ltn l� nr rg4nn ►nl. ��Y f.1 tl 0 Ef A i� � B 8 r+ H 61 61 fQ L�' 6. y4j Y P L „r� _ .�- •'-_ _r-'_"?_.__ B ! ] �i i F n n d iii I l;9�3 �'la5�j 3'33 3i3i3� 3!'112 i:s9!3 3L X1;3 9 s " :4 3i3 ' x I q:If dl; ptllitlkIR8ft�ai4a.t{� =t'gAtl�Aki� °: �t;: ia!:c•f +�A�ti:tja;lAR_lAttA�R S C: +I g �+ l �"� r P PIP P P S► YrPrr P►rPr rP < ►is► s o 0 o u d o a e d o 0 o I Aare n �. - a i t i- . 5' I 4 � � k � P A 4 � � � = � � � '� � � : i � � ' ° `~ � d H n FI F2 � i; • " -V 25"- � §5939a5�5R5j9 �I �\ w 'g� Q \ •fir ti �� i'� �, 0 �''�7..srr.(Y�l It sit" It I it 2 11:1 its il1t +, +tlaala:tsa � B � ?: /;,;/ � /,.�. "' •'> f I � 1 I ye( I ! 1 • , �` l I CS I N r� �`"....= .rte I I �i T+ ;i "k," efi I � � 11 L I 1 3i,c) AM !1;6, G� ,,,_...•i �' piaxv?a""Yw CL,Yifi R.-'i .,....._._— ........ _« _ .......'M- • -..Pi .(IV / Ib<1 / NR:k/ ... ._t 1 p @9p 111;i 1 6 H A r Rfl � ig3 / (71 �p - Y C� R J A S Y Pr M r. 11 11 <' 1 PO rp! gI I Y • �4J app ti - 1 O •H p ��•� i till �{� ` w��vxyRo ^� f I � 1 I ye( I ! 1 • , �` l I CS I N r� �`"....= .rte I I �i T+ ;i "k," efi I � � 11 L I 1 3i,c) AM !1;6, G� ,,,_...•i �' piaxv?a""Yw CL,Yifi R.-'i .,....._._— ........ _« _ .......'M- • -..Pi .(IV / Ib<1 / NR:k/ ... ._t 1 p @9p 111;i 1 6 H A r Rfl � ig3 / (71 �p - Y C� R J A S Y Pr M r. 11 11 <' 1 gI I Y • - 1 •H ��•� i till �{� ` w��vxyRo ^� ,', �;� '� "�•� -'s, f I � 1 I ye( I ! 1 • , �` l I CS I N r� �`"....= .rte I I �i T+ ;i "k," efi I � � 11 L I 1 3i,c) AM !1;6, G� ,,,_...•i �' piaxv?a""Yw CL,Yifi R.-'i .,....._._— ........ _« _ .......'M- • -..Pi .(IV / Ib<1 / NR:k/ ... ._t 1 p @9p 111;i 1 6 H A r Rfl � ig3 / (71 �p - Y C� R J A S Y Pr M r. 11 11 <' 1 VE I RADNB 1 ARC LENGTH CHORD LENGTH CnQRD BEARING 1 anal .m -V um. ma..•, na.......- 1 260.00' 48.79' 1 48.72` N 47 59`46• W I I Ll 18 42.37'32" E I Be .01' 133 N 46.22'46" W I u 45.93' I 260.00' 1 66.62' J 66.44' 1 ( N 60'42'47"W I I L2 18 42'37'32" E 1 41.72' I L34 I N 46.22'46" W I 32.89' I 260.00' 66 91' 1 66.73' 1 I N 75'23'35' W I I L3 I N 33'08'51" E I 69.05' I L36 N 43'16'16' W_ I 67.12' J 260.00' 1 39.66' 1 39.62' 1 1 N 87'10'07" W I J 1A J N 33.08'51' E 36.95' J p�a. 6 N 43'26'13' W 30.32' I 1 260.00' 1 39.95' 1 99.91' i 1 8 84'03'36' W_ I I L8 I B 44.34'47' W I 31.68' I L37 N 61'16'64' W 69.67' 1 1 260.00' 1 39.96' 1 99.93' 1 8 75.16' 16" W 1 L6 1 6 46'02'53' W 1 68.72' I L38 N 81.16'64" W I 36.08' 260.00' 1 39.9T 1 39.93' 1 1 N 66'26'48' E I L7 1 6 46.02'63' W 1 17.96' I L39 N 17.02'01" E 1 319.66' 260.00' 39.%' 1 39.92' I N 57'38'21` E I L8 I a 38'62'07' W 1 76.26' I L40 1 8 13'22'01' W_ I 208.46' I ` 260.00' 1 39.94' 1 39.90' I 1 8 48'60'09" W L9 15 21'59'28• W( 6,78' I L41 1 6 19.47'59' W 1 117.93' I 260.00' 1 39.91' 1 39.87' 1 1 8400217 W L10 18 21'59'28' W 70.04' I L42 I N 16.28'36" E I 101.80' 1 i 260.00' ( 11.31' 1 11.31' 1 8 34'23'39" W L11 1 8 23'21'42' W 1 29.96' I L43 I N 07'50'01" E I 230.66' I 1025.00' 1 64.16' 1 54.16' 1 8 31'302 8'" W I L12 1 8 23-21-42- W 1 55.02' L44 1 8 02.03'32' W I 232.82' I I 1025.00' 1 90.02' 90.00' I N 27'36'14" E 1 I L13 18 33.01'58' W 44.98' I L46 1 8 16'28'36' W 1 139.09' I 1025.00' 1 96.23' 96.19' I N 22'23'64' E L14 18 73 01'68' W 51.86' _I L46 1 N 13'0137" E I 104.72' j LIS 1 8 18 59'12' W 48.16' L471 N 08.26'01" W 193.37' L16 1 8 18.69'12" W I 36.96' I L48 18 12.03'67" E I 341.61' I I L17 8 21'18'54` W 63.06' L49 1 8 02-23'03'W 148.95' I I LIB a21.28'64'W I 29.61' -I L60 N30.19'63 "W_ 128.347: I Ll9 8 21'11'20' W I 70.40' L61 I N 16'SD'03: W 362.64' I 1 1.20 8 21'21'20` w 1 14.49' L52 18 20.40'03" E 291.76' I \ I L21 8 31.03'43` W 1 86.96' L53 8 47'41'12" E 120.33' I \ I L22 I a 35'62'10` w 29.66' I L64 N 49'67'06' W I 124.86' I 1 L23 8 35'52'10• W I 54.65' J LS65 I N 26.09'08" W I 224.93' I L24 8 80'02'38' W 93.33' I L66 18 36'60'66" E I 170.92' I / 1 L25 N 26'63'46" W I 22,92' 1 L67 1 8 62.33'32" E I 126.57' 1 �✓ �\ I L26 I N 26'83'46` W 1 62.64' I L58 I N 66.26'40" W I 112.66' I I L27 I N 70'22'21" W 77.22' _ L59 I N 62.61'37' W I 166.83' 1 1 L38 I N 83'02 10" W 73.90' L50 1 8 38.26'20" E I 258.52' 1 I L29 I N 40.41121" W 27.67' L61 8 60'29'07" E 241.70 I / I L30 I N 40'41 21" W 62.87 - L62 1 N 62.18'44" W 2_. 98 I \ L31 I H 73'63'19" W I 37A1 I L63 18 62'19'02" E 299 53' I L32 N 76.55'19 "W 34,13' L64 N 19.42'35" E - 923 79 1 {� Certificate of Ownership and Dedication 1 hereby certify that I am the owner of the property / \ shovel and described hereon and that I hereby adopt this plan of subdivision with my free consent. Establish minimum building lines, and dedicate all streets , alleys, walks, parks and other sites to the public or private use as noted. Further I certify the fend as shoTMtp" hereon is (�8 \� within the•P /lannin isdf tIon t the it,:df Norwood, NC 7'a \ Eagle P61ute Subdivision - ion owNlsR 6 \ ase 1 - A - - - - -- ------------------------------ Court P. B Ph 23, PG. 201 (12 DATE OWNLR �' • '7 D. B. 1466, PG. 04 J LOT ACREAGE LOT 10. 0.648 ACRES = 28237.15 SQ. FT. / (`2.5 LOT 11. 0.615 ACRES - 26768.97 SQ. FT. IRF / \ ` LOT 12. 0.643 ACRES = 27997.55 SQ. FT. / v - 2411 LOT 13. 0.614 ACRES = 26759.92 SQ. FT. o f \ \ \ (\ J/ \/ LOT 14. 0.667 ACRES = 29050.70 SQ. FT. LOT 15. 0.792 ACRES = 34491.73 SQ. FT. LOT 16. 0.692 ACRES = 30164.09 SQ. FT. / LOT 17. 0.563 ACRES = 24519.02 SQ. FT. LOT 18. 0.517 ACRES - 22532.14 SQ. FT. LOT 19. 0.486 ACRES = 21164.62 8Q. FT. ` o 21 � v LOT 20. 0.559 ACRES = 24369.92 SQ. FT. o •� lc` a ti LOT 21. 0.542 ACRES = 23622.50 SQ. FT. G9 2O " ti LOT 22. 0.537 ACRES = 23388.79 SQ. FT, LOT 23. 0.615 ACRES - 26782.89 SQ. FT. V LAKE ACCESS. 0.621 ACRES = 27,029.32 SQ. FT. -. - - > > - _ , - 18 Lots Being a Division of, D B 1210, PC 576 / P. B 20, PG.125 `f LAKE TTLLEF2Y PINS/ 6575-03-12-0963 10 \ y Zoned R -20 / "BSB" Building Set Backs Front = 30 ft 16 </ ro Side = 15 ft i v a Rear = 11 ft. (5 t , 15 . J Division of Property Surrveyed. for; I \ Edgewater Developers Inc. P.O. Box 4127 / Wilmington, NC 28406 PAGE 248(l) 361659 Eagle Pointe Subdivision '; %'{ I 14j: I '; %'{ I 0 = r S` r� � �. �. ��yr. _ Y .i , ` � ./� '!/(¢'w- ....L� ni•, - .��'�`. M :,.K' Eck . . �--_' „� � •- -- ��....�.s �a� —�...� �� ---.rte .�,d..�.� _,_ - - _' - - :'.�- = "� }.�i�� "� � .��_i � !" - �...i��'->:. as'_ _ � -- ` - -- _ �•� _ ti =.� ism w �� _. _ Lek-