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Home My WebLink AboutSW8960404_APPROVED PLANS_19961017STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 CIla O` Q4 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE I qq to 10 1 YYYYMMDD SAND WASH -OFF SHOWER AREA EIP ON LINE I ■ . 1 ■ ATLANTIC OCEAN APPROXIMATE HWL CONTINUE AS REQUIRED TO SPAN DUNE. PROVIDE STEPS TO BEACH. _ BEACH ACCESS / CAMA LINE -- CAMA LINE _ _ _ _ _ __ _ _ STABLE NATURAL .- - ' -_-12—T - '34-- - -13 .. _ - - _ }2 _ _ __ - -14- _ _ _ _ LINE OF VEGETATION 12 r r - 17 r. :r rr }2+- .' _. _ S _ 12 -. - - _ - -15- 3 ,, _ 18- - .. L3 _ 94i -. _. 14 16 14 14. - ., \ EIP ON r '15,r r.. �r r a. r r. r '., r r .. 4,I} .- 1316 1 . - s .`,1{r ,r•.,r r i-- / )B - - -1{.. _ 4 13 __. _ r rLAWN r r r '16 1,5 16 - tY '.' _ 18 1,7 ,C _ — _ 44- 14 '1{ 16 r r r r r - 16 13 T2 C. WOOPOONOLDECKING r r r r r r 12 - _- 14 m 14 50 _. 14X50 - r41 / 14.7c55 13;K80 ' "14 20 X .. GRAVEL DRIB 14X 50'. y r < 13 - _ 12-. - )2 < 38 -- EiP I ON LIB '... - .. / 52 LF- 12" SOLlO PJPE'0930 _r 13 .. — — 7- - - 14 — - - 40 -- 2 — — REQUIRED 60'--0' r _ _ _ ■ II o ■ ■ so NV.'t 11.7 ■ — - ■ ■ ■ ■ ■ r ONE - WAY ' SET -BACK LINE Nz� ®P= 14.2 31 32 35 36 9 ' 40 * 43 44 7 4 51 52 55 56 • 59 64 �1• r 13 r M o 0 0 0 0 _ 0 0 0 o n a 113 _ o SOT '' N ~ - = ~ ~ ~ = C ~ = C i� 13 > a N m N N VI _ N _ N N _ Ut N N N N ' lz r Ut r g Z H - 2"" 6 LF- 12" STill D PIPE O 0.20% PI 8 PoP .20 ■ arrr 33 34 37 O 38 O 1 42 45 O 46 O 49 5 53 O 54 O■ 57 58 'O LA 62 r 13 r a I■ - 95 14X40,, r o a r r p Le _ -12 t/ Of 12 $0 y}� _ SLAB ELEVATION= u. O r r r SLAB ELEVATION= + '� 5 - O� a 14.40 (TYP.) r r r r r 14.40 (n'P-% r r .. .46 Q Ci i r r ONE WAY A g2 }2 a 25 W� 24 23 22 Lid 21 rin r 20 ; r r i$. - 1% _ rrr t t7¢14 O N 0 O 619 'Va 72 Z d J, 14X50 O N N ro J N :n N at N N ASPHAL ^tl _ 27 78 LF- 72" SOLID PIP E O 0.30% - d -_- II II ao z 0 m �f a - - O z '!f d> o i o m� f a a' -IN II II a o z - o 14 F d -� 2 II 0 74 A4'4 00 7 - 12 '. 16 _t{�. 64 LF- 12 SOLID PIPE '0 II n a: �- vp I "' N y 0 O 12 12 n _ Q .20% - t 55 LF- 12" SOLID PIPE O 0.20% F- 12" SOLID PIPE O 0.20% - •' 1 PIP O 0.20% 50 LF- 12'3' SOLIB PIPE O 0.20% 2- 24" PERF PIPES IN 3'z-6' TRENCH 0 Z_ 1 0 14X5 2- 24" PERF PIPES IN 3'x 6' TRENCH 2- L" PERF PIPES I 3'x 6' TRENCHall 2- 24' PERF PIPES IN 3'x 5' TRENCH 2- 24" PE F PIPES IN 3'x 6' TRENCH 1 X50 13 30 _ F PIPES O� � O O O O O O� O O O O 12 Z 1 2 3 4 5 6 7 8 9 10 tt REQUIRED 25'-0' SET -BACK LINE VICINITY YAP NTS J�LNCH z 1 3 a r S s -70-----14X --- - X40--- ---'uX - --- -- 4X40 ----14.X.65�----- x451_---i�c65 _ 1 5.----- 1 7Q_ 12 70 __..�W�----.-__ O o . - _ ... ,* .:, .:. �,. 3. 'x—--r"—` .+.—+•�.. ' r .r . EIP �(l�� % 12 EXISTING SIDEWALK ONE WAY ONE WAY \ --_— - -. ENTRv -F - ------r2---------- - —'—_�__.� \ 12 NE BOTTOM AND SIDES OF CIfANL SHALL BE SEEDED C ' OGT �l(J 32 LF SLOTTED DRAIN \ OMPLETION OF GRADDM TO ESTABLISH ` EXIT IMMEDIATELY UPON C 42 12 FIRST STREET (60'R/W) 12 A VEGETATIVE IMER ADEQUATE TO PREVENT EROSION MAX. ) HA V SLOPE ..-_- .___aI � � VSLOPE yy 77777lIT777777 �i��i /77^77.- 'r��I7T1TJ77T17?777r?/7/771/, 7?T71777777J71-11477177j7_7%/1,�71 NOTE. SEE PLAN FOR TOP OF SLOPE AND BOTTOM OF CHANNEL ELEVATIONS VF GETATED F i TFR SF(7 EYIBT No Scale Vem e41 ELEV. EXISTING SIDEWALK fly% LEIY. SECTION 1 SS ILIQ r r wr�'rl'^`b+�11^3 ,Zrl'"e 7 :/• r 4 Y u' a ✓ mN `SC3 �' K-`I?`.Si=J.ir:. r c S L irk r''iC GENERAL NOTES: LEGEND I. Site plan and base sheet information provided 0y d.G- Johnson Architect P A_ 2. Topographic and boundary information provided by SILT FENCE----z -. Tompkins Land Surveying. 3. This plan is to be used only for groping, sediment and erosion control, and droinage/stormwote, management. STONE OUTLET See site plan and building plans (by others) for specific site layout, pool and bulkhead design, building design, parking design, etc. PROPOSED ELEVATION 14X65 4. Owner. MrOdell Wlliamson $2 Causeway Drive TJcean EXIST CONTOUR Isle Beach, N.0 28469 5, Site Dota- Total Sde Area = 1.40 Ac. 'VEGETATED AREA r Building Area = 0.42 Ac. ` Pool House & Pool Deck Area = 0.02 Ac. Pork ing7Drivewoy Area 0.44 Ac. CATCH BASIN T Impervious Area = 88 Ac. Iotai Percent impervious Area = 62.9. Vegetated Area = 0.52 Ac. SCALE IN FEET i VEGETATED FILTER PROFIL No Scale ELEV.. 4 S'x 10'X/2•' , CL S RWRAP D E C E I V E SEP 3 01996 D PROJ#D C This drawing Shall not be reproduced In whole or in part without written permission of East Coast Engineering Company, P.A. A t tic sloned drain pipe to infiltration pipe with elhow I ivpical each end ) 12" CMP rate Solid weh spare, -- 1 3:'4" finish course I 3; tnthick ftyp.) � I bearing bar - �- 6pr.lte 3/14" thick [v d high slump concrete to top of pipe \ a SILT FENCE STONE OUTLET PLAN VIEW c' cMP NO SCALE R ��— rough shaped bed LOCkling CAP _. w tlpAp Steel Outer Casing --a-- Ground Surface , Cement Gran �I v * t PNNaxW Barrtonhe I Y (hydrated w I distilled water to form see0 1 I r Outer well Casing F. r 2, 1. The monitoring well shall be constructed in Sand — ..;. accordance with NCAC T1SA: 02C .0106(c)(1). 2. The well head shall be labeled with a highly visible warning saying "Wall is for monitoring and not considered safe for drinking." 3. A 'Well Construction Record' shall be submitted _ to NCDEM, Brunswick Hospital, and the Engineer within one week of well construction. L • \! l• � I "�a Cleaned Washed -- Sand Or Stone - -: i e 12' MIN.--31- '4-- 10' 2' PVC Well Screen 1% i- Casing Shall Be — Cemered In Borehole PLAN VIEW MORTAR BED CAST IRON 12' ADS ALL AROUND FRAME & GRATE WALL SOLID,PE y lill 1_11e_ likos I 11711111111011111 A z 5 WIDTH = 15' 6" EXISTING 6" DIVERSION TO DIRECT RUNOFF FROM: R/W STREET SECTION VIEW • • �s _ • p • D • IS' HEAVY DUTY PERFORATED PIPE W/ 'SOCK CLOTH' GEOTEXTILE FABRIC T END A. BURY THE TOP END OF THE JUTE STRIPS IN A .r TRENCH 4INCHES OR MORE IN DEPTH, ,4 r B. TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10 INCH SPACING, h W • y�" `�- �4pL\./ \ \/♦ 4INCHES DOWN FROM TRENCH. xi ,j-�- .y L OVERFALLy W C. OVERLAP -BURY UPPER END OF LOWER E. � STRIP AS IN •A' AND 'B'. OVERLAP END V OF TOP STRIP 4INCHES AND STAPLEi y 4 ' \ T(SbhJS prL' V EROSION STOP - FOLD OF JUTE BURIED IN '��\� \� ♦",x. G SLIT TRENCH AND TAMPED, s, DOUBLE ROW OF STAPLES PLACE STAPLES 3' `"+ off" APART IN A DIAMOND PATTERN TO KEEP r +� x �" Vr 4.rt�j ex,„,.• MATTING FIRMLY IN CONTACT W, SOIL �TYPICAL STAPLES w � V e6 GAUGE WIRE { GROUND ELEVATION METAL POST + 3' WOODEN POST --1 FENCE POST HOG WIRE FILTER FABRIC FILL STONE POST: WOODEN-6' LONG, MINIMUM 3" DIAMETER METAL- 6' LONG, TRIANGLE STEP MAXIMUM PLACEMENT OF POST TO BE 6' OR 8' APART MARE: 32' MINIMUM WIDTH HOG WIRE, 10 GAUGE LINE WIRE STONE: N4 WASHED STONE, TO BE PLACED 6" DEEP FABRIC: 1. STANDARD FILTER FABRIC WITH HOG MARE FOR 8' POST SPACING. 2. EXTRA STRENGTH FILTER FABRIC WITHOUT HOG WARE FOR 6' POST SPACING. SILT FENCE NO SCALE 057 CLEAN WASHED STONE Special Note: Per the UaYed Stites Department of Agricaltem Natural Resources CG&mmdea Serviu, a temporary leading schedok is recommended as follows: German OWN at the rue of 40 IbsJacre between April 15 lad August 15 and Rye N VA Undacre between December and March. This reeomeeadatleu Is for bmpemry grass cover only and sball not relieve the contractor from providiq the required permanent grass cover. SEEDING SCHEDULE All vegetated areas shall be stabilized by the establishment of a permaomt gams cover. The seed species shall be selected based on the soil type, seasonal conditions and other considerations. As an alterative, the comraetae may ale the methods and schedules shown below, however, it is recommended that a special list be consulted with attention given to site specific conditions a- Cultivate area to a depth of 6". b. Apply agricultural lime at the rate of 40001bs- per acre. c. Apply 10-20-20 commercial fertilizer at the rate of 1000 lbs. per acre. d_ Sow grass seed at the following rates: Kind Rate Per Acre Common Bermuda Grass unhulled 20 lbs hulled 12 lbs. Pensacola Bahiagrass So lbs. Korean Lespedeza 251bs Tall Fescue 301bs. e. Mulch with straw at the rate of 1 L2 to 2 tons per acre. f. Anchor straw with asphalt emulsion tack coat applied at the rate of 300 gallons per acre in locations as authorized by the Engineer. Constuction Sequence: 1. Install Construction Entrances at proposed points of access from public street. 2. Install Silt Fence around perimeter of site. 3. Rough grade site and install outlets along silt fence in areas of concentrated flows. 4. Seed and mulch all areas around perimeter of site which are to be vegetated. Install jute matting in channels as required on plans. 5. Construct Level Spreaders as shown on plans. 6. Construct stormwater infiltration system and install Inlet Protection around each catch basin. 7. Construct buildings. S. Fine grade parking areas and stabilize with stone. 9. Pave parking areas and seed and mulch lawn areas. 10. Once site is stabilized, remove temporary sediment & erosion control measures. _ A 1 U&14 lL JduaI jlK lJ 114V a ulLI N!-' w LL•'-Wail T> C� -- �CS�Fi>v:C:f3'UIC�'II+�i`T y 24' ADS aEAVV PERPOFnTED - - _ - __ - -12 MESH WIRE PLACE CONCRETE BLOCKS UTY STORMWATor DETAILS GEOTEXTILE FABRIC SEE PLAN F PIPE p '/ (OVERLAP 6' MIN.) pQ _ TWO COURSES HIGH OCEAN ISLE BEACH MOTEL FOR ¢ 1 _ ,L 4 O y - AROUND INLET OCEAN 13I8 BBACH, NORTH CAHOI,HiA INVERT ELEV. ¢ Z 4 1 <q — N 57 CLEAN WASHED STONE ' 'ADS PERFORATED PIPE ;.: �x� � ,'\ ` ` ...o.. - \ rn \ \ -. _. _ __. 24' ADS HEAVY DUTY \...... ..�w ash. r WITH'SOCK' CLOTH PLACE ONE BLOCK OPEN ON 1 i EACH SIDE OF INLET t C'088 INV. ELEV = yiL•trL a.$g 4� \ \ \ \-a. �..v �,a,a.A.o.� \ f ♦ , r r r•r•r•r r r r r r r r r r ra rrrr ::' r :LrL: (TYP) SECTION VIEW 17 5 II g % L.L..ir,.L}1. L.L L L ti b. t•4 ML t - .b L ti L ti L L.•,.y. L.L. , }•r.r• r• rl }•ra•r•r•r,r•r r•r•r•r - r•r•: •:•r•:•:•r, r•: •. � SEE SITE PLAN FOR '•:..'�'/ElQ j'.--N.. COIIIPflIIy, P.A. L•YL•L•Y{. •L•L•LH.L•4 r �•L L L• ' ... L•L•L•bbYLK• b•.• i- - — •:•r•r•:•••M a•r•r•r•r.r• ._Z.:•}•}•r�.7`?�l`T`Yet-7`t'7`7`7`7.7t'i.r.r•r.r.r.r•r. r.r.. DIMENSION �ti•L•L•L• COMPACTED GRAVEL OR STONE' L•L•L•L•Lf L•L L•L•bMiK•L•L 4•L•{� L• . L•L•L•L•L•YL•L•b L•L• i s • r•r•r . •r}}•r•r•r.r.r r} r r r r r r r} r-- r r r r r•r•r•r.r•r•r r}r r r 1tiQ•L•=iq•L••Yl•vl•\•L•L•11•Y•,•LN•l•1•L•L•L••.•L•1••.• m L L L L L L L L L L L L L L L L; L L L L L L L L L L r r r.r•r•r•r•r•:.:.r.r.}•r•r•r•r•r•r.:.r.r.r.r.r•r•r r r hr r.r r r r r} r r r r f r r 1 r r S r r r r� r Consulting Engineers 5 = J SECTION VIEW . . ..n+J,,\ j:%CcG.C,.J,JiP,,C,.Cn.c.c�•cd,.r,R/.`YJ.,deC,.Ci`•,,\x.P... .`�� ,? `L � \ �i\xn �x �6\,\ �,\ , ..a aG. � 3/14/96 -Revised due to Shallotte, North Carolina 28459 rev'�sions to Site Plan 4918 Main Street — P.O. Box 2869 SECTION A -A SECTION B-B STORAGE PIPE TRENCH DETAIL BLOCK & GRAVEL INLET PROTECTION 6/20/96 - Revised due to 910.754.8029 CAMA comments CATCH BASIN DETAIL NO SCALE NO SCALE / Dotes .' 96 Drawn NO SCALE e 9ro-CaFsh Basin d � This drawing shall not t reproduced per s e+aiI Checked By DBH whole or in port without written permission 99 of East Coast Engineering Company, P.A. Sheet 'ZofZ 1 ATLANTIC OCEAN APPROXIMATE HWL CONTINUE AS REQUIRED TO 7177 SPAN DUNE. PROVIDE STEPS SAND WASH -OFF TO BEACH. .. SHOWER AREA BEACH ACCESS EIP ON LINE- CAMA LINE CAMA LINE _—��__________ I-;_� STABLE NATURAL _- 12'=-_'\'/' i1.\ \_I 1 1P' -_ �. 4-2� __ 'I _ r \ _ _ _ M2 y / _ - - LINE OF VEGETATION 'r-W IW �� vJ W_ 1 �\+I \W a }2+' / \ r ^yr - \ / I ' `\ I / \ �'/1� \ \\ �1Z I \ \ _ 112 1 ( i .. \ _ 15 \ \ _ _ _ _ .Y W W \ / { \ `1 \ `'\ F � �. '�/J / �. _ _� J 1 it \ t ! _ J MM �\ I Wl o \� m /1(J t. /j _�- \ v+ /--- _ 1 / I 14 i \ \ \� y4- \ /� f _=-20-�_ _ \ IE/Pa -lam G y4a \\ '7?I1 }- / \ ?3 l// _ `\ / / ":. __y / ! 1 `l�'//� NU'\'E e A. w w�w \ W w w �yw r % W I I I W W W W \ / w w w w w w / / _ / / / \— — I \ ` l / J I _ i ' Y �'4 ' 16 1. I f / / ! / / I j L 14 /\ (.t / \ \\ / fi \ J / \ -, 14\\l i I / \ \ `\ 1 ! / l4 .13- -_ PUMP HOUSE '• POOL W w w w w .� 1380 ''--�_l ``--13-0 \� \\\\`'� 00 WOODEN DE&ING 12 W W W m W W z \ \ \ \ 1\ / \ I 1 \, \ O w w w w w w w w w Mir _ I W .W� W WW wWW wWW wW W W J. WWWWw W m\'` -/13J �8A00= /14 / / 1-2 E/PD aNCNF 51T /1W 1!2 \ \ REQUIRED 60'-0" 52 LF- 12" SO PIPE®-030 \ W i SET -BACK LINE 1.78 ■ ■ IIo ■ ■ NV*142 ■ — - ■ ■ ■ (/ ■ ■ ■ 1 \ ■\ 10 // /` ONE -WA` \\ II WN 31 32 35 36 9 1 40 / / 43 44 7 4 51 52 55 56 60. / 11� \ W I M __ m \ r o cy n (6 m °o f o 0 0 0 0 T 1 J ~ - Iw-- /� 1� / 1 " / a i 6 LF- 12Y S ' D PIPE ® 0.20% ••• �F�+� N m J.i= N N voi u0i JJJJII N v�i JJi��LL ai m 1 / ! 0 1 y �, �? I & 5'x AO'x 1 CL B RIPRAP 1 ■ ■ �i w ■ ■ "" a " ow ■ ■ 33 34 ■ 37 38 ■ 1 42 ■ 45 46 ■ 49 50 ■ 53 54 ■ 57 58 sit-[ f / "I/ 62 / ■ ate, r W \\1 M95 w iI 14X40. w o a _ t w \1 O \ J \\ - I J W '1 S. (� Iaa 1Z O IM SLAB EL ATION= ®w " "''"' SLAB EL ATION} w w \ \ \ 1 / / W W \ I W W W 14.40 TYP.J W W W W W W 14.40 .J W W W r/ I V w W� \ \ I /\�' I—\ I \ ,y \ \ I w \ 'Ig j 2- \ ON WAY r I y 1-a - Q_ w w e� 1N 26 1 t y 25 W 24 W 2 W 22 W W 2p !/, J O'nin zz N N w w N ! w w O w / _ !i' _ — —\ ~ = !/' \ wASPHAL \^� 112X30 12 X30 y REQUIRED 25'-0" \ a f O a l� / - o " -_'-a \ / A N o I SET -BACK LINE x 27 I z II m % f i / -m 'r- - - 42- y 11� / / c 78 LF- 12" SOLID PIPE 1 \ II II �m a > a j II II \ / / II II. -- — \ \ � 1-4 ® 0.30% \ a > o z i nL j ... / / n� o. > / ,a v o z n ? - i z / o z 54 LF- 12" OL\Ve PIPE 0.20% II 11 a 1� o 55 LF- 12" OLID PIPE ® 0.20% 52 LF- 12" LID PIPE ® 0.20% 52 - 12 SOLID PIPE ® 0.20% 50 LF- 12y SOL PIPE ® 0.20 . - 2- 24" PERF PI S INT 3rx-6' TRENCH a0 z N \ \ I atclgt 1 0 / /1 5 \ 2- 24" PERF PI ES IN 3'x 6' TRENCH 2- 14" PERF P ES 3'x 6' TRENCH 2- 24" PERF PI ES IN 3'x 6' TRENCH 2- 24" PE F.PIPE IN Tx 6' TRENCH 1 50 atcrtac�. 1 28 ,{ - / \ / _ / )2X30 12X'�0%1 b 1" 3 O L�J/1 x PIPES 1\ O O \ O O O O O Og Og 1 11 \ _O'I 1 14 13 - / 16 M J /' E\P x�.�y.' 4x e� a .t+�-s.-��r.rz-+,.-�'" :w.. _ z--��.TT -a—a-" 2 `I.0 - 70 ER R/W _ - - - 2- \ EXISTING SIDEWALK ONE WAY _ l \ ONE WAY �32 -- ---"-'! -_ -'----' �---------_---_--- ---'"-,-12ENTRY LF SLOTTED DRAIN '- - ' - - J / /� 18 EXTL / / 1-2` \\---.-------------------------}2 _ - FIRST STREET (60' R/W) VICINITY MAP NTS STORMWATER E C E I V E D AUG 211996 GENERAL NOTES: LEGEND PROD# D---- M - 1. Site plan and base sheet information provided by J.G. Johnson Architect P.A. 2. To and boundary information provided by Tompkins Land Surveying. SILT FENCE —*x 3. This plan is to betr used only for grading, sediment and erosion control, and drainage stothers) r management See site plan and building plans y others) for STONE OUTLET �ZO1' /� �� /� �J '' 1I�Zj� FF F—A / F- ATC//�i''t L specific site layout, pool and bulkhead design, building design, parking design, etc. PROPOSED ELEVATION 14X65 4. Owner: Mr. Odell Williamson 2 Causeway Drive EXIST CONTOUR STORMWATER PLAN ceon Isle Beach, N.C. 28469 .- -- _ -__ 5. Site Data: w w 6 o zo 0 6o for OCEAN ISLE BEACH MOTEL Total Site Area = 1.40 Ac. VEGETATED AREA w OCEAN ISLE BEACH, NORTH CAROLINA Building Area = 0.42 Ac. Pool House & Pool Deck Area = 0.02 Ac. Parking/Driveway Area - 0.44 Ac. CATCH BASIN Total Impervious Area = .88 Ac. Percent Impervious Area = 62.9. SCALE IN FEET East Vegetated Area = 0.52 Ac. This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering Company, P.A. 96-0008