20081461 Ver 1_Site Plan_20080924

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E APPROX. LOCATION OF USED AS DRIVEW~ END OF ACCESS EASEENT LOTS X51 & 5 ® - - - - EXISTING 12 FT WIDE LOTS X51 & 5 sTaNO-er ce~rearcca
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DRAWN BY W.R.D
CHECKED BY:
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PROJECT No.: 06410_002
DRAWING NAME 06410 0
Scale: l--loo,
SHEET
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100' 0' 100' 200' 300' 2 of 2

i ~ - - - NOTES: DESIGNER'S PUN CERTIflCATiON: INDEX - - ~ ~
I 1, DISTURBED AREA =1,400,157,31 S.F. = 132,15 AC. 2, ALL SEWER MAINS TO BE 8" PIPE N1TH MINIMUM 3' COVER UNLESS NOT I HEREBY CERTIFY THAT THIS PUN HAS BEEP! PREPARED IN ACCORDANCE WRH THE UTEST NEW HANOVER 9.~3 W :OVER UNLESS NOTED OTHERWISE, COUNTY ORDINANCES AND STGf~WiAETR DE51GN MANUAL 1 COVER SHEET Q ~ N
3. ALL WATER MAINS TO BE 8" UNLESS NOTED OTHERWISE WITH A MINIMU! SE MATH A MINIMUM 3' COVER. ~
4. STREET LIGHTS PER PROGRESS ENERGY MAP, _ _ - - _ 5. ALL ROAD MATERIALS SHALL MEET NCOOT STANDARDS, SIGNATURE: is INDEX SP~ET r~ tiq r S. 2 STDRMWATER & S&EC PLAN `~~y d'~n p U
- _ _ 6. HORIZONTAL SEPARA110N BETWEEN WATER AND SEWER IS TO BE 10' BE - - OF PIPES, R IS TO BE 10' BETWEEN EDGE PRMJi' PIAME TITLE, - 3 STDRMWATER & S&EC PLAN ~1.u 9t'y ~ Z
7. A 24 IN. VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM S N/F SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED. BETWEEN STORM SEWER AND 3A STDRMWATER & S&EC PLAN 'P,~
rn Terue Simmons 8. VERTICAL SEPARATION BETWEEN WATER AND SANITARY SEWER; DB 1181 PG 510 WATER OVER SANITARY SEWER: >18" OR USE D,LP, (ON BOTH) 10' Oh REGISTRATiON NUMBER: 4 PLAN PROFILE IY SEWER;
(ON 80TH) 10' ON EITHER SIDE 5 PLAN PROFILE p p
S 85'375Y E 1 t >edrCXR~ OF CROSSING, as9a1 (ota> SANITARY SEWER OVER WATER: USE D,I,P, (ON BOTH} 10' ON EITHER ~ MFR H) 10' ON EIiHER SIDE OF OWNER'S CERi1FICA110N 6 PLAN PROFILE U Rd
20' Pefi Ter Setbo7k w W w w w w w W w w w w 397' pp' perimeter Setback ~ CROSSING. ~ 7 2D' Perimeter S seas' ~ w w w w w w w w w w w w w w w _.,G O 9. VERTICAL SEPARATION BETWEEN WATER AND STORM SEWER; 7 PLAN PROFILE 'SEWER; 1 (WE) HEREBY l~ERTIFY THAT I {WE) AM {ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON 8 PLAN PROFILE W N
w w w w w w w w w w w w w W w / ) ~ p S ~t _ WATER OVER STORM SEWER: >18" OR USE D.LP. ON WATER 10' ON EI 'N WATER 10' ON EITHER SIDE OF RECgPT OF "AUTHORFlATION-TO-CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPkENT, $AN W
w w w w w w. w w w w w w w , \ w w w / D o et CROSSING. n E>tlsnn9 I + ~ i / ~ ? ~ ETHER 1 ~ Residence w w w w w w w w w w w w 1 ~ w w 6 rn STORM SEWER OVER WATER: USE D.I,P. ON WATER 10 ONE S D 'MLL BE PERFORMED IN ACCORDANCE MATH THIS PLAN AND THAT THE APPLICABLE ORDIPUWCES AND RULES OF 9 PLAN PROFILE Q ~ ~'9 10' ON EITHER SIDE OF NEW HANOYER COUNTY, THE STATE OF NORTH CAROLINA ANO THE FEDERAL GOVERNMENT AND ITS 10 DETAIL SHEET J ~ J~'
w w w w w' w w w w w w / `DSO w' w ~ m~ CROSSING, f0" OR GREATER SHALL HAVE AN RESPON~SIBILI1'fHFORETHE CONSTRUCTION AND OPERATON ANO MNENTENANCE OF TH)EAPROPOSED FACILITIES, I 11 WATER DETAIL ~
\ w W W w W W w W w s°`"e~ / ~ s w I o 10, ALL SANITARY SEWER MANHOLES WITH A DROP OF 30" OR GREATER SI pseud uaulr ?s. w w w w w m w w w 5 ~ ~ ~ \ °ra p ~ INSIDE DIAMETER OF 5 WITH AN INSIDE DROP STRUCTURE, ~ c~ ^ 2 / 51 w w w ~ 11, ALL ROOF DRAINS TO BE DIRECTED TOWARDS DRAINAGE SYSTEM ANO F ?LIRE. (WE) WILL NOT ATTEMPT TO TRANFER OF THIS RESPONSIBILItt WITHOUT THE WRTiTEN AUTHORIZATION OF 12 SANITARY SEWER DETAIL N ¢
a \ ~nr w w w w w b w ~ ~ g w w ~ z 12. THERE SHALT. BE NO ENCUMBRANCES WITHIN THE RIGHT-OF-WAY, 3GE SYSTEM ANO PONDS. NEW HANOVER COUNtt," GHT-OF-WAY, 13 SANITARY SEWER DETAIL
°°c~ w w w w N / 3,11 oat 1 z w w / z - 13. UPON COMPLETION OF ANY PHASE OF ACTIVITY DISTURBED AREA'. N UR8E0 AREAS +MLL BE BGNATUREI MCQUILLAN 14 LIFT STATION DETAIL
w w w ~ / ~ w w , cPa F- SEEDED WTHIN 21 DAYS OF NO CONSTRUCTION. 52 ~ / ~ ~ M 8509'x" w z 14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RAISE & SLOPE LOTS ADE & SLOPE LOT'S ADEQUATELY TO PRINT NAME IS DETAIL SHEET W E LENIGH RA
z a r w w w w 1 w ENSURE POSITIVE DRAINAGE TOWARD STREET. 7,57 ac.f ~ / ( ~ O 15. THE DEVELOPER SHALL ENSURE STORMWATER ON ADJACENT PROPERTY 16 DETAIL SHEET S Bd Z E R IJACENT PROPERTY IS NOT H
t N6sros'o9•w 1D45a1, u"~usar9 HINDERED FROM FLOWING OFF THEIR PROPERTY DUE TO DEVELOPMENT, U 16. MANHOLES, CATCW BASINS, AND DROP INLETS SHALL BE SIZED APPROI TO DEVELOPMENT. 17 DETAIL SHEET . BE SIZED APPROPRIATELY TO FINISHED FLOOR ELEVATIONS INLET ACRES DR
E ~ / osa7~usl7xr ~~i`e o~~ "``"'sa ! ACCOMMODATE OVERSIZED PIPES, UNITS ELEV, 17a DRIVEWAY GRADES & DETAIL SHEET EET WATER MAIN STANDARDS. 1-12 21,86 18 DETAIL SHEET
~ _ ~7p11f•""'~i°" 17, SANITARY SEWER WITHIN 50' OF WETLANDS SHALL MEET WATER MAIN R e w w - ' a` - - - "'w- " - - - - - - - - - - - - - - - - • _ _ d ~ 1 ` ` w• ~ 18, GROUND ELEVATION (GE) ON RETAINING WALLS IS THE GROUND ELEVAT IE GROUND ELEVATION AT THE 13-18 26,94 19 DETAIL SHEET ~ ~ ~
" _ - - - - WALL. THE ACTUAL BOTTOM OF THE WALL TO BE DETERMINED BY 0TH w w w w w w w w w w w _ 5 O 19, PROPOSED RETAINING WALL DESIGN AND HEIGHT (AS MEASURED FROM ETERMINED BY OTHERS, 19-23 & 35-39 25,11 V i c i n i~ y M a p MEASURED FROM TOP OF WALL 24-29 & 40-45 24,76 20 DRIVEWAY PLAN & DETAIL SHEET
w9p'7~ w w w w w w w w w w w w w w w w w w~~ w w w w w w w w w w w w w w ...Y ~ TO BOTTOM OF WALL) BY 01HERS. MALPASS ENGINEERING, P.C., IS NC :ERING, P.C., IS NOT 30-34 & 46-50 24,56 Q t TO S c a I e
/ w w w w w w w w w w w~ w w w w w w w w w w w w w w w w w w w ! RESPONSIBLE FOR RETAINING WALL DESIGN, w w w w w w w w w.- w w w w w w weWaaatwwwaazw w w w w w w w w w w w i 54 20, ALL DROP INLETS TO BE HEAVY DUTY 2'x3' FRAME & GRATE GENERAI ( 53-57 24,21 & GRATE (GENERAL FOUNDRIES 58-62 23,96
7a uwlr ~ ~ 1 yew w w w w w w w w w w w w w w w w w w w w w w w w w w .r w w w w w w w a INC„ ITEM #24364 OR EQUIVALENT). FRAME & GRATE TO BE TRAFFlC B TO BE TRAFFlC BEARING, 63-64 24,61
/ w w w w w w w w w w w w ~ w w w w w w w w w w w w w w w w w 155 21. ALL CONSTRUC110N TO CONFORM TO APPLICABLE LOCAL, STATE, & FEI ~ / w w w w w w w w w w ~as3"fve w w w w w w w w w w ° I REGULATIONS & CODES. w w w W w w w w w w w w w W w p~ O CAL, STATE, & FEDERAL 65-69 24,71 70-75 24,81
/ C 80 j 22. NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SITE, NO WARF w w w w w w w w w w w w w~ w w w w w w w w w w w w +W ~ w w w w w w w w w w w `$6 \ 56 w ,f ~ EXPRESSED OR IMPLIED FOR SUITABILITY OF SOIL5. OWNER/CONIRACTOf )N SITE. NO WARRANTY IS 76-80 2496 IWNER/CONTRACTOR SHOULD B1-84 2546
w w w w w w w w w w w w w w g w w w w w w w w w w w 2,p5 oar w w w w w w w w w w °F i W CONSULT WITH A GEOTECHNICAL ENGINEER FOR SOILS INFORMA110N. A i INFORMATION. ANY UNDERCUT 85-88 2521 LEGEND SHALL BE THE RESPONSIBILITY 89-93 25,41
~ ew W W w w w w w w w w w w w w W w W w w w w W W w W w w W w w w w w w w W ' t 571 & REQUIRED REPLACEMENT WITH SUITABLE MATERIAL SHALL BE THE RE w w w693.1~ w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w t w OF THE CONTRACTOR, 94-97 25.07
e 6 w n9.6~ N 'S ° w 16.99 w w ~653,48'w w w w w w w w w ~ r' 23, EXISTING WATER MAIN TO BE D.I,P. IF CLOSER THAN 5' HORIZONTALLY N 85'It'18° w nsas6' EXISTING FORCE MAIN TO BE D,hP. IF UNDER CULVERTS. (SEE ABOVE 5' HORIZONTALLY TO CULVERTS. ® ¦ ¦ ¦ ¦ ¦ LIMITS OF DISTURBANCE ITS. (SEE ABOVE FOR -o--a•-o- SILT FENCE
' ~ W SEPARATION NOTES,} CL
W 24, SOILS ON SITE ARE MAINLY: Wa, St, Ly, Kr, & Pm. 25, TOTAL IMPERVIOUS AREA ON SITE = 411,167 S,F. W WATER MAIN
U) 26, SOME OFF-SITE DRAINAGE ENTERS 1HE SITE. N/F N N/F N/F N/F 27, 1NIS PROPERTY IS NOT WITHIN A SPECIAL FL000 HAZARD AREA AS St 7 WALKC 9'x16' PARKING SPACES 24' DRI AISLE 9'x16' PARKING SPACES 7 WpOLINtC. ® WETLANDS 1ZARD AREA AS SHOWN OF FIRM
an P rkk Lo n Patrick lcyrnarl Patrick Ushar RDiph C. & Ralph C. & COMMUNITY PANEL: 3720313200) /DATED: APRIL 16, 2005, UM1e U er DBt342 PG7586 Doris C. Doris C. N/F 28. WHEELCHAIR RAMPS TO BE NCDOT STANDARD, WHEELCHAIR RAMPS TO B, 2005, MIN. 1/4" PER MIN. 1/4" PER - - -19- - - EXISTING CONTOURS
8 2 G158 D 1342 PG1586 WnitneY Whitney Peggy Down DB2515 PG849 D82515 PG649 Burton MAINTAINED BY THE LOCAL MUNICIPALITY. LCHAIR RAMPS TO BE FT, SLOPE FT, SLOPE 19 PROPOSED CONTOURS
D63788 PG21t 29. SWALE #2 & REMAINDER OF DISTURBED AREA LOCATED WITHIN NCDOT CAROLINA BEACH ROAD TO BE IMMEDIATELY SEEDED & STABILIZED WITh TED MATHIN NCDOT R/W OF 24" CURB 24" CURB DRAINAGE OR UTILITY & STABILIZED WITH EXCELSIOR & GUTTER 6" A.B.C, L5" I-2 UNLESS OTHERWISE & GUTTER EASEMENT
4' MATTING PRIOR TO ANY RAINFALL EVENL OVER COMPACTED ASPHALT INDICATED BY SPOT
30. A RECORDED DRAINAGE EASEMENT IS TO BE PROVIDED FOR EACH PON o ACCESS TO NEAREST RIGHT-OF-WAY. ED FOR EACH POND INCLUDING 3:1 MAX. MIN. 1/4" TYPE 'A' OR SUBGRADE ELEVATIONS TYPE 'A' OR 3;1 MAX, SLOPE TO PER FT. TURNDOWN SIDEWALK TURNDOWN SIDEWALK SLOPE TO 19.58 PROPOSED SPOT ELEVATION
c ' 31. PRIOR TO INSTALLATION OF WATER & SEWER MAINS CONTRACTOR IS Tt 3 R W R/ ~ o ENGINEER, JEFF MALPASS, PE, WITH MALPASS ENGINEERING, PC AT 910 CONTRACTOR IS TO NOTIFY THE EXISTING SLOPE EXISTING X :ERING, PC AT 910-392-5243. GRADE TYPICAL CROSS SECTION AT PARKING AREA PER F'T,4" GRADE PROPOSED SWALE/YARD
l 50' R.O.W. , 32, DEVELOPER AND/OR LOT OWNER CAN NOT PLACE VERTICAL OBSTRUCTI ERTiCAL OBSTRUCTIONS, FENCES, WITH SPACES ON BOTH SIDES SLOPE GRADING
m ~ ~ WALLS, ETC., IN EASEMENTS. 3 3, 5' 3' 17' I 17' 8' m c 33, ANY EXISTING WELL ON SITE WITHIN 100 FT OF THE PROPOSED INFILTR PROPOSED INFILTRATION BASIN ~ INLET PROTECTION
n rn ' IS TO BE ABANDONED PER FEDERAL, STATE, & LOCAL REGULA110NS, 3:1 MAX•\ ~ $ 1/4" PER 1/4" PER 3 D' 3:1 MAX. 34, INFIL1RAlI0N BASIN BOTTOM ELEVATION OF 17.52' SHALL ALWAYS BE E .L REGULATIONS, NOT TO SCALE HALL ALWAYS BE MAINTAINED. GE GROUND ELEVATION
SLOPE TO 30" Curb FT. SLOPE FT• SLOPE 30" Curb ~ SLOPE TO 35, GUARDRAILS OF SUFFICIENT HEIGHT TO PREVENT ACCIDENTAL INJURY S EXISTING & Gutter -•e--- & Gutter EXISTING INSTALLED ON ALL RETAINING WALLS, CIDENTAL INJURY SHALL BE
~ 5' Cona 1/2" Per _ 1/2" Per \ 36, BYPASS WEIR TO BE IMMEDIATELY SEEDED & STABILIZED WITH EXCELS~i CL ~ DIRECTION OF FLOW 1ZED WITH EXCELSIOR MATTING 24" CURB
1/2" Per Sidewalk Foot Slope --1r-1.5" SF9.5A Asphalt I 6" ABC OVER Foot 51ope PRIOR TO ANY RAINFALL EVENT. Foot SlDpe 1/4" Per ~ 1' COMPACTED SUBGRADE 1' 1' 37, A FAIRCLOIH SKIMMER SHALL BE INSTALLED IN AND CONNECTED TO 1T T CONC. & GUTTE FN- PROPOSED 6" FORCE MAIN CONNECTED TO THE OUTLET WALK 9'x16' PARKING SPACES 22.5' D IVE AISLE TYPE 'A'
Foot Slope TYPICAL ROAD X-SECTION STRUCTURES LOCATED IN POND #1-20 & #28 (SEE SKIMMER DETAIL & SKIMMER DETAIL & CHART FOR MIN. 1/4" PER MIN, 1/4" PER ENOTRANCE/~°xiTrRUCnaN
SKIMMER & ORIFlCE SIZES). THE FAIRCOTH SKIMMERS ARE 1EMPORARY (Residential Collector Road) ENTIRE SITE HAS BEEN STABILIZED THE SKIMMERS SHALL BE REMOVED 5 ARE TEMPORARY. ONCE 1HE FT. SLOPE FT. SLOPE 1ALL BE REMOVED & THE .,,a,.... ~ AREA OF C~ICERN
ORIFICES (SEE THE POND DETAIL & CHART FOR SIZES) SHALL BE INSTI 3, 1' N.T.S. 38, BYPASS SWALE #1 SEC110N ~2 TO BE IMMEDIATELY SEEDED & STABILh 5) SHALL BE INSTALLED, SEEDED & STABILIZED WITH 24" CURB 6" ABC 1 5" i-2 3:1 MAX.
EXCELSIOR MATT1NG PRIOR TO ANY RAINFALL EVENT. OVER COMPACTED ASPHALT UNLESS OTHERWSE
E o 0 39. BUILDER TO ENSURE THE AREA AT THE FRONT OF EACH TOWNHOUSE 1 IN fi Z ELEVATION AS THE BACK OF THE SIDEWALK LOCATED IN FRONT OF IT, EACH TOWNHOUSE IS THE SAME & GUTTER SLOPE TO I IN FRONT GF IT, BUILDER TO 3:1 MAX, MIN. 1/4" TYPE 'A' OR SUBGRADE INDICATED BY SPOT EGRADE
rt ~ R W R/ C o ENSURE THE AREA BETWEEN TOWNHOUSES RISES 8Y 2 INCHES FROM FI ,c I 50' R.O.W. TOWNHOUSE TO BACK OF TOWNHOUSE 2 INCHES FROM FRONT OF SLOPE TO SLOPETL TURNDOWN SIDEWALK ELEVATIONS EXISTING
~ ~ ~ 40, TOPO ON WESTERN EXISTING LOTS (#51 & X52) IS FROM NEW HANOVE' 'ROM NEW HANOVER COUNTY GRADE TYPICAL CROSS SECTION AT PARKING AREA
3 B, 5' 3' 1T I 1T 8' me TCPO, AND IS NOT THE RESULT OF AN ACTUAL SURVEY, n m 3, 41. ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS, S5TANDARDS. WITH SPACES ON ONE SIDE
B 42. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-Wi S o 1/4" PER 1/4" PER ;*'~3:1 MAX. 43, ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RICH 'DOT RIGHT-OF-WAY, D WITHIN THE RIGHT-OF-WAY. NOT TO SCALE
3:1 MAX. \ 30" Curb FT. SLOPE FT. SLOPE 30" Curb -SLOPE TO SLOPE TO & Gutter & Gutter EXISTING 44~ DETENTION PONDS TO BE LOCATED INSIDE PERMANENT PUBLIC EASEME NT PUBLIC EASEMENT OR OTHER FACILITY AND FUTURE
5 Conc. 1/2 per 1/2" per \ LEGAL INSTRUMENT TO GUARANTEE PERMANENCE OF FACILITY AND FUii EXISTING Foot Slope l Foot Sloe MAINTENANCE RESPONSIBILITY. PERMANENT EASEMENT IS TO BE RECOF VT IS TO BE RECORDED WITH
~ 1 2" Per Sidewalk 1.5" SF9.5A Asphalt 6" ABC OVER p PROVISION 1HAT MAINTENANCE IS TO BE PERFORMED BY THE PROFERT' / 1 4" Per 1' 1' COMPACTED SUBGRADE 1' j''Y Foot Slope / 45, I, KEN COFFER, HEREBY CERI1FY THAT I AM THE OWNER OF THE PUBL BY THE PROPERTY OWNER, iNER OF THE PUBLIC EASEMENT
Foot Slope SHOWN AND DESCRIBED HEREON WHICH IS FOR THE PURPOSE OF STORI PURPOSE OF STORM WATER INTAINED BY THE OWNERS, HIS
AIRS ROAD X-SECTION FROM STA. 14+64.524 TO STA. 25+87.33 DETENTION AND THAT PUBLIC EASEMENT iMLL BE MAINTAINED BY THE t BON HEIRS, OR ASSIGNS, FOR THAT PURPOSE AT NO EXPPENSE TO 1'HE DEF PENSE TO THE DEPARTMENT OF
(Residential Collector Road) TRANSPORTATION. _
N.T.5. AIZe
N/F _ - - - - - _ . _ _ Ernest & Ela(ne Bozeman ~9~# N/F
Emest & Elaine Bozeman DB1089 PG164 APwto%. LoEAnw OF' [%ISTING ?AIVEVAY
~ ~ AS TRACE? fR?M NFC ~ ~ ~ ~ [WLINE tlS AERIAL
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~f) 8kT YaiCE N~ N/F TheNChase a~ Rages G. N/F ~ 385.42 'lam ; ~ N to W 1 .82' ~ T"tC _ 11 "d ar roxr: sp.T mxt ~ r 1 N X92 W 918.75 11 1 Q
N/F N/F N/F Albert P. Chynthla J, Manhattan Mcrtha L N/F N/F N/F N/F Coffer Sr. Regina Gay N/F N ph C. & Ralph C, & Di6ario I naszewski Larry Michoei Robert E. Jeffer A. Howard C. & 081776 PG3fi5 Gur nos HazeidB~Mclamb ~ uBn a Tama TaP.wa+ PY ~T Bas awaaq aBq NW1a.4T I ~ a.Aaa ao-,aB
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i15 PG649 OB2515 PG649 Burton Moore Diflor(o D82075 PG666 DB2131 PG705 D81314 PG360 I 083788 PG211 D81913 PG18 D81369 PG78 I E Joseph Erneat T. & N/F Eloine M. Bozeman Joseph Crews Kimberly D. Corver NeIdcNMf Dovts Welton G. & Gary M, & N/F N/F N/F DB 749 PG 370 ~
DB 411 DB 4165 PG 82 DB 2543 PG 47 DB 1237 PG 38 W91ton Stanley Letha S. Richard Bercy Babby & Bobby &
Seaweli Jr, Fisher Welch Janice Lee Janice Lee DB1428 PG653 D61385 PG808 DB1277 PG440 D81648 D81646 PG416 PG416
Carolina Inlet APPRD%. tOCAI@N Or EMST7NG?RTVEVAY
Acres AT TRACED rROn NIiC GRtUdE GIS AERIAL I ~
GRAPHIC SCALE
2'-6" 80' COVER SHEET 4-2-08
i:'-0• 1'-10,5" 1 1 10'-4.5" 32.15' SANITARY SEWER NOTES: "R 1. SEWER GUARDS REQUIRED AT ALL MA QUIRED AT ALL MANHOLES. 1~ 0 5o too Zoo C 0 R A L RIDGE SDALE:
i ,i 1'R STAINLESS STEEL SEWER GUARDS REQUII TER GUARDS REQUIRED AT N TRAFFlC AREAS, 7160 CAROLINA BEACH ROAD 1" = 100'
Y-a5' o 0 0 6'-4,5' 1i2' R ; : + ° ~ ° MANHOLES LOCATED IN TRAFFlC AREAS, 52.a , . 'd,e +."a in ~ d 2. 10' UTILITY EASEMENT PROVIDED ALOI
t•R 1~R a • • FRONTAGE OF ALL LOTS, d • o N 50 ICULAR t~s~ PROVIDED ALONG THE (IN FEET } FEDERAL POINT TOWNSHIP NEW HANOVER NORTH CAROLINA DRAWN: _ JCB
GUTTER SHALL SLOPE AWAY a a I 3. SERVICES SHALL BE PERPEND d'a ~ ~ . ' • ' , ; 9•" ~ ~ AND TERMINATE AT RIGHT OF WAY LINE AS SHOWN IN PARKING LOT • , 20,E ~ ~ OF ROAD FRONTAGE FOR EACH LOT THA GHT OFEWAYULINE IN CENTER i inch =loo tt. MALPASS ENGINEERING, P.C. CHECKED:
N \Q i n ' ~ ( d °a 'OR EACH LOT THAT IS 1134 SHIPYARD BOULEVARD JBM CUL-DE-SAC ARE REQUIRED 1 REVSED PER NHC TJ ADJUST PgTES, s-2t_oa NIL1weINGTON, NORTH CAROLINA 28412 PROJECT N0:
1 1/4' R 1 0 ' a , • ~ ' ' c0 ` SERVED. SERVICES IN CUL-DE-SAC ARE ; . c ' • ; + ,a;'•a TO BE PERPENDICULAR OR MUST ORIGIN ' o ' ~ ° Kj MANHOLE AND TERMINATE AT RIGHT OF R OR MUST ORIGINATE IN Phone [phone] LATE AT RIGHT OF WAY LINE IN 2 REVISED TO NCRFASE uMnS DF DIST, ADJUST NOTES 29 & 38, AND SHOW ROCx PPE INLET. 6-30-06 Fax 910-392-b203
° d a a ~ CENTER OF ROAD FRONTAGE FOR EACH )NTAGE FOR EACH LOT THAT IS 3 REVISED To sl~a aN ALTEf~ATE uFr STATION ~T& 9-9-09
° a -u7 SERVED. Q G d " 'q ~ N ° a a ? n, 4 10 ° ' " ~ ° a: ~ 4, ALL SERVICES T11NG INTO DUCTILE IR IG INTO DUCTILE IRON MAINS 4 REVISED TO MCREASE uNnS OF DISTURBANCE, 8-10-08 ^ ~ .,.M.,. " OTVnes: COFFER INVEBTEMENT PROPERTIES II, LLC SHEET N0:
m , a ~ ~ .I
d V a ; PROTECTO CERAMIC LINED. vLMZ~a ov i CU VP VLMZ.a 0V U.) r 4V1 a nGYlacu 1U NG K 0 la-VO I6VL N. LINK rPoiR OLYU. Wl Ir. A INED, CAROLINA BEACH, NC 28428
n r a.4 N ° STANDARD CURB SECTION TYPE A 5. SERVICES SHALL EXTEND FROM MAIN TOWNHOUSE DETAIL TYP. XTEND FROM MAIN TO CENTER REV N0. DESCRIPTION DATE PHONE; 910-458-5605 OF-. =Oj
EXISTING RESIDENCE & OF LOT. NOTE WELL- 2' CURB SHALL ONLY BE USED IN PARKING LOT. SD 7-01 NOT TO SCALE , L---J __j REVISIONS
2.5' CURB MUST BE USED FOR ROADS, NOT TO SCALE 34.05 PROPOSED POOL DETAIL
STANDARD CURB SECTION TYPE 'A' NOT TO SCALE
NOT TO SCALE 1Q V-S
K:\AutoCAD\2005\94\coral ridge(5-15-08).dwg
S E P 2 4 2008 QUALITY

STEEL POST SUPPORT ROPE TO
WIRE TO PREVENT SAGGING 4' MAX. STAKE T
9 % ~ FlLTER FABRIC SUPPORT ~M O 2SIDE INTO BOTt R POST, 24' SUPPORT WIRE 1g_GAU~ ITDM DR SIDE ~ ,I- ~ HARDWARE CLOTH
(~~A;' 4 1G ' r: (1/4 MESH OPENINGS)
6'-0" o ,~~11 ~ ~ FiLL SLOP Y" ~ NOTES: r7 :
~ So 1. FlLTER FABRIC SHALL BE A MINIMUM OF GROUND UNE a ~ u'~ N i1
FlLTER FABRIC N i ' 'Py 36" IN WIDTH AND SHALL BE FASTENED 6" o gyETQj-IUE TEENL~NEOER~E WIRE AS DIRECTED MI / /
M 2. STEEL POST SHALL BE 5' 0" IN HEIGHT r~n / / \
' AND BE OF SELF FASTENER ANGLE a: ry 1 ~^r l ~ 2J io
STEEL TYPE 6' MIN S~, Wa / / /
N \ \ 6 iV
NCDOT #5 OR X57 WASHED STONE
q, / / _ ti~~ NCHOR FlL1TR FABRIC SKIRT IR MESH OR SIMD_AR, ST H OR SIMD_AR, STAPLED DR NOTES:
COARSE AGGREGATE / \ AS DIRECIT~ BY THE ENGINEER TRENCHED INTO BOTTOM OF l INTO B~TTDM DR SIDE 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2 DRIVE 5-FOOT STEEL POSTS 2 FEETINTO THE GROUND SURROUNDING
/ NOTE 700 G/M^2 COIR EROSIDN BLANKET, COIR J BLANKET, CDIR MESH, THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE ED OVER TD REDUCE PORE INLET, A MAXIMUM Of 4 FEET APART.
/ GUIDELINES FOR TEMPORARY SILT FENCE DETAIL TREE PROTECTION FENCE FOLDED OVER TO REDL TEMPORARY GRAVEL CLtNSTRt1CTItIN ENTRANCE/EXIT SIZE, 0R OTHER SIMILAR MATERIAL TD BE USED 2IAL TD BE USED AS BAFFLE. 3. SURROUND THE POSTS WITH PARE MESH HARDWARE CLOTH. SECURE THE N1RE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND
\ NOT TO SCALE NOT TO SCALE BOTTOM. PLACING A 2-FOOT FLAP OF THE WA2E MESH UNDER
TEMPORARY PflRBUS BAFFLE CRBSS LE CRASS SECTION DETAIL THE GRAVEL FOR ANCHORING IS RECOMMENDED.
N~ NAT TD SCALE HARDWARE CLOTH & GRAVEL INLET PROTECTION DETAIL
g~~x p~~a
x z~°~
NF
/ Ernest & Elaine Bozeman
_ _ DB1089 PG164 E APPROX, LOCATION
W o . , - - OF EXISTING DRIVEWAY ,m o AS 1RACED FRUM NNC ~ ~
ONLINE GIS AERIAL w v
~ ~ ~ ~ ~ .
w t- WETLAND Flu SILT FENCE Z w 1,271.62 S,F. S PROPOSED TEMPORARY ROCK N/F ~ "5
J _ PIPE INLET PROTECTION ROTECTION DI-z2 Earthlyn Simmons N/F ,~=3,75 , a O
~ UMITS OF DISTURBANCE UNE SLOPES STEEPER THAN INV==17.83 Bradford Terue Simmons w2=4.45 'o~ w
d ~ 3:1 WITH RIP RAP ROCK UMITS OF DISTURBANCE ~ ~ SILT FENCE 15 RCP DB 1035 PG 530 DB 1181 PG 510 T=~:o~'
> » ~ , ~ ~ ~ r t, t ~ 11 ~ 1 V ~ l ~ / ~ ! BYPASS SCALE ~1 5'33 20 161 4 ~ ~ ~ ' - _ _ _ sECnoN 2 • ~ SILT FENCE 15"RCP W V 2 , / INC 20.4 ~ ROPOSED 15" RCP BYPASS PIPE INV=17 05 i~, 11
22.1 ~ ~ ~ ~ ~ ~ - - = I ~ : i, , ! / / / ~ ! \ ~ ~ ~ i lil,l ~ N
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L X57, ~ ; • ~ ~ h r
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t ~ N i ~ ~~d~ i } ~ ~ ~ ~ ~ ~ ~ 26.33 Nv=25.a5 Nv=zz.5 / o ~ X~ i ~ \ Pond ~1-10 ~ ~ ~,~iR W, n ~ ~
2' BL OFF ~ ~ ~ ; ~ ~ ~ ~ ~ o ' ~ ~ NV=25,85 ' ~ ~ I ~ 'a< c - ~ w i ~ 42" RCP W/FES ~ ~ !`c 24
. 1~` N BYPASS S ALE #1 . 'a - ` +9 N ~ ~ ~ ~ . - ~ ~ tlVe - .2~~ 6 SECTION 1
( ~ . 5/ 3 5 ! 23 2 • ~ / .1 ~ 3 / 4. D SSMH-15 Area T I ~ ; ~ ~ ~ ~ i ~ ~ , a- m ~ I, ' - ~ ~ w ( % I - - ~ - ~ ~ I iii 1.:35 '(3 ~ 2 ,35 2Ii: 1 INV=13.31 ~ ~'m c° 12' 32.92
~ ~ N F / N/F ~ ; e .B 2 .a , s H 3 0 o I~,
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17 ~ ~ -r I- ~ ~ DI- N ° Jud H. Barton I ; ~ Judy H. Barton y ,1 , , . ~ o w , , " DB5174 PG2929 P 1 02 DB9906 PG1202 H. Barton ~ ~m
~ 36" RCP ~ ti: li ~ ; , 089906 G 2 06 PG1202 Passmore ~ s s DI-3 ~ M -1 DI-1 1ss o o~ . ~ ~ ~ DB2421 PG0525 1s.79/a" RCP ° • • w~ - 1s. ~ rr+ IIn1a ~
m ~ / r~ .D- : 5 .2 / 3.7 23 / 2 . 4.1 I .6 4.1 ro I ~ i~ 1 ~ 2" BLO ~ N ' ' '1 .81 i ~ 2 BLO FF ~ i ~h o
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~ i~ I ~ I - ~~o 5 p N ! COw ~ ~ 11 ~ a ~ ~
1, ~i i„ m l ~ ~ ' t ~ ~ ~ ~ ~ ~ °~r \ \ ~ia 1 ! ~ N Z 1 ~
~ 40~ 39 38~ 37 36 35 ~ • ~ s 5 49 1 8 46 45 44~ 43 42 I ~ ! ~ ~ CENIERUNE OF YARD ~ N CENTERLINE OF YARD ~ ~ ~ ~ ~ ~l ~ 3 /FE5 °v ~ ~ ~ i ~ r ~ W ~ i
~ ~ ~ ~ ; A~ ~ / ~ ~ / GRADING $2 (SEE DETAIL) GRADING ~ (SEE DETAIL) ~ a ~ o ~ ~ I 14.0 ~ ! ~ ~ ~
~ , t i' ~ I 4. 13 z r o 36" RCP o0 o N ~ -P ~ r N N ~ w J TEM OR RY POROUS
I EWAUC ~ 'N ' ~ i ~ ~ ~ 26.33 10'x7D' SI TGH - ~ i _ _ , ! TREANGLE ~ x 5, ~ CB 29 -30 CB 31 CB-5 . , DI-4 ~ Io w ~ ~ ~ 4 TOP=19.34 $ ~ ~ N i ~ f ' ~ + w ' GE N A EE DETAIL)
- a . , 32 ' ~ ~ 10 Non-municipal Util. smt. _ B" so'BEND ~ . . : ~ , , . . e ~ c.o. w.r~ .N. co. ° . < a . C.O. w.M INV=15.D9 ~ r ~ !r C.O. W.M .N. C.O. 5 SIDEWALK ar w\ DR~~ ~ -'i V. q °
N i STAND - - : , 16 ANDICAP AM 22 $ SSMH712 b6-1D ;n~ ~ 36" RCP ` CB-8 _ - - ` _ r _ < . ~
42 CP -f - 21.6~~ i N ~ NCDOT STANDARD 30" RCP CB-6 SDMH-3 ~ t ~ R=512 ~ ~ R=512' , CB-7 , HAN aP RANP 3D" RCP 18" R 1 " 18" CP Bon r
RCP ~ ~ \ CB~9' ~ 18"RCP R=7Q25' - X`. - - - ° RC(k~. t 6" LT~~MAIN ~ ~ N ~u _ ti . ~ ~ - _ H=7 _ _ _ _ _ 2 23 NCDOT S D 5' DEWALK SSMH 6 1 { ~Q CUbIIC 1~R )n ~'e ,i OC1~ 18"; ~ CB-4 SDMH-2' ~ ~ ~ w~ I r~ _ ~ 24" ~CP 20.42 36" RCP 2 .96 j 20. ~
)Q CubIIC 1~R ~ ~ 6 Fp MA ~ ~ ~ 18" RCP TE ~3 ~ ~ 18" CP CB-3 ~ R=S~' N~O7 i 20.16 S£E NO 2
-15 3 ~ - ~ ~ ~ ~ ~ . SDMH ~k - ----tre _ O ~ t>~
_ - _ - ~ ^ ~10' Idon--mur~ici al Util. Esr~tt. / - ~ ~ bo A _ p ~ i ~~'"z^- _ _ - - _ . AtK _ °r- SDMH-B ~ - _ _ - - ~ ; ~ rf - - - - - - ROP ~ ED-SANITIIRY~SfWE$-- , _ - . - - SSfdH 5 t , ~
-g rim r f% J; ~ PROPOSED STORM-DRRIN - - - J - QS \ - _ - - _ 3~= ~ - - . . 3A°~ ;,:r,. ~ ~ - - ~ _ - ~ = 3 I SSMHttt 2262 / 22.32 2287 - - -22;4r - ' - ~ ~ .52_ =73<3~ = _ - - _ \ ~ sCOL~N ° ~1 2 22~i-- AREA OF - - _ ` _ _ 1 ~i i ~m
i DI 1 - 21.9b 2`1. DI-10 \ X22 _ - - - - - .25 ~ = Y3:45 +[)i=: 22 j / i ~ , DI ' 1 0 22.30 DI-S 21.5 \ ~ CONCERN ESMT ^ - ~ r ~ ~ i i+t N N N
DI-1. ~ ~ v ~ - - - ~ i ~ _ - i I 3tS" ROP 3D'~RCP SSMH~10 24 RCP i ~ ~ ~ iJ~" (;P'~ ~I-9 ~ ~ ~ 1 - ~ SSMH-4"~ ~ ~ =20 54~~ _ ~ `~,L N~
t ~ 64 I ~ ~ ~ v ~ ( ~ C~n`~ v MH ~ I ( i o ! ' O r ~ ~ ~ ~ I t, yi~ 'ten[ ^ , • W
e~ i G.Y. t , ~ V I~ ( I ~ ~ ~ rn w :A 8 ' .V + I ,c ~ ti I 3~ .2 .3 ~ 3. / 3. / 3. 'S/ ~ ~ , ~ / ~ / ~4 0 /4 D / /4 3. 4. ~ ~ ~ ~ ~ ~
; ~ .83 " Q/~ v r ""1. •r I \ C~"U RCP', ' ~ G .O. = i o0o T~ ~ v
0 F~ i m - ~ ~ ~ i'' ~ I i• / ' ~ ' - T III, IU ~ ~ ~ ~
~ ° ~ O a 22. ~i~ N ' glpE V ~ ~ ~ 1 ~ ~ c~ r 5' AU( ~ ~ ~ , / T I~ III. I ° s
av 21.0 , 1 A ~ S o ~t ~ i ~ / % ~ - 6. i ` 78 `79 ~ 0 ~ ~ 87 ~ . -89, 190 ; 91 92 93 5 68 69 ~ 0 .72 73 74 75 , 7 77 , , ~ ~ , ~ I ~K.. 2 ~ 91`3 9 4 ,'9 5 9 ~ 9 7 ~ - ~ I? ~~'!~I ~
~ ~ ~ ~ ~ ~ 9` NN I i i ~ - ~ I ~ ~ ~l~l! II!>t~ O~~
~ ~ i ( ~ ~ ~ ~ ~ ~I ~ ~ i V 2 5 ~ ~ ~ ! ~ l t ~ \ r~ ~ ~ ~y,., O ~n 1 4 ~ 11~~ >c~X /~v o
0 ~Y ~ ~ t 1 ~8 m 88 , ~ _ i ~ SSMC{ 6'' , ~ ~ 1 GE~a.~se~~ / No r,, ~ ~
~ i i ~ ~ ' ~ ~A _ _ N ~ ~ I ~ ~ I ' ~ ~ ~ ~ ~ ~ Perimeter S.~tback ~ ~ BLOW ~ ~ ` ~ ~ ;~`-r ~ ~ i ~ ~ ~ I raW=24s TDW=n.D ~ ; ` , 'll I ~ o ~ o~ z ~ ~ 'GE=16.0 SILT FENCE GE=16.41 ~ ~ ~ o ; I ~ ~ ~ ~
I ~ ~ \ ~ ~ ~ V V ~ \ ~ 2°-BLDV~OFF~ i,,,, i ~"i r ' ~ \ ! TOW=19.71 \ ~ = 5 ' ! ~ r ~
N ` 85°16 56 ~ W 10 .94 N 85°06 50 W 110.32' ~ ~ - ~ ~ ` - I • ~ ~ ~ N 85°0912 W 255.28 N 85° GE=16.0 UMI~TS OF DISTURBANCE ui ~ ~ 2, - I~ ~ il~ ~
' ~ 36'5.42' = i.; r N, ~~%2214 W 11 .52 SILT FENCE 1.52' ~ W2-4.45' i~~ o y N 85°02'27•` ~ / T=1.D' I jl, ~I~,N Z ? ~
SILT FENCE SILT FENCE / f N /F tow=ls. i r I ~ 516.75' OW=19.71 WEIR INV=18.47 WE1R INV=16.47 ~i i'll ~~i\ TOW=19.71 TDW=19.71 TOW=19.71 =17.0 _
N/F g i n a Gay N F UMITS OF DISTUR CE GE=19.71 GE=19.71 GE=19.0 GE=18.0 SILT NCE SILT FENCE OTTOM EDGE Z ~ n
avid Wa ne & / D y urganus Hazel B. McLamb Hazel B. McLamb LIMITS F DISTURBANCE 4F PROPOSED p r
830 PG485 DB1472 PG643 DB1282 PG763 BYPASS WEIR rnr"
N /F ~ Ernest T. & ~
NF N/F NF NF / / / N /F N/F Elaine M. BOZeman ``J
Joseph L. Crews Kimberly D. Carver Nelda M. Davis Welton G. & Gary M. & N F N /F N /F SI r FENCE ry M. & Richard Berr Bobby & Bobby & DB 749 PG 370
DB 4165 PG 82 DB 2543 PG 47 DB 1237 PG 38 Welton Stanley Letha S. ;tha S. y Janice Lee Janice Lee
Seawell Jr. Fisher -fisher Welch DB1646 DB1646
DB1428 PGG53 D61385 PG808 85 PG808 DB1277 PG440 nnn~r~
5=0.0015 FT/F S=O.OD29 FT/Ff NORT>i S=0.0232 FT/FT SOUTH Q-10YR=17.33 5=0.0015 FT/FT O-10YR=17.33 CFS PROPERTY
NORTH SOUTH S=0A71 FT/FT Q-t0YR=0.36 CFS Q-t0YR=0.36 CFS NORTH SOUTH V-1018=217 F V-10YR=0.85 FT/S Q-t0YR=0.36 CFS 6 V-10YR=1.65 FT/S V-10YR=2.17 Fr/s POND ~1-2° u"E GRAPHIC SCALE
Lq 5, ~ V-t0YR=2.34 FT/S 9R~ 5' NOTE: IMMEDIATELY TOTE: IMMEDIATELY SEED & 10 5o p 25 50 lop 2pp STABILIZE VATH EXCELSIOR ~--3' ~0:1
CFS 1 1 q~j 5 T{SHEAR STRESS)-iDYR=D.27 LB/FT"2 FS {10:1 STABIUZE Wfll { D• FS {10:1 SLOPE) MATiLNG PRIC SLOPE) 15' SLOPE) 15' RAINFALL EVE MATi1NG PRIOR TO ANY
15' RAINFALL EVENT INV=16.47 ~Q~Q-
u: ~ d 3.53' 3.53' ~ 'S'~~' VARIES (IPT FEET )
OESI(~R'S PEAN CERDFlCA110PI: WHERE SiEEPER ~ 0.5' ~ ,y^ NAIERE SiEEPER ~ 0.5' ~ 2, THAN 3:1 UNE E7(IS11NG WHERE STEEPER 0.5' THAN 3:1 UNE EXISTING 2' 'h i inch = 50 ft.
I HEREBY CERTIFY THAT THIS PLAN HAS BB7V PREPAID IN ACCOROAf~ WRH THE LATEST NEW WINOYER µ1T6 pp RAP ROCK GRADE THAN 3:1 UNE EXISTING WITH RIP RAP ROCK GRADE COUNTY ORDUlANCES AND STORNWAETR DFSIT>'N MANUAL WiTH RIP RAP ROCK GRADE ~--11.04'-?I E GRADE DATE:
3' 3' 3' 3' - 3, ~ (MIN.) STORMWATER & SBcEC PLAN
SIGNATURE: N01E: IMMEDIATELY SEED & STABIUZE WITH EXCELSIOR MATTING PRIOR NOTE: IMMEDIATELY SEED &STABIUZE WITH EXCELSIOR MATTING PRIOR SWALE NOTE: IMMEOIATELY SEED & STABILIZE WITH SWALE 2 C O R A~ R D G E s~ ~r--- EXCEL510R MATTING PRIOR TO ANY
NAME TRLE: TO ANY RAINFALL EVENT NOTE: IMMEDIATELY SEED &STABIUZE WITH EXCELSIOR MALTING PRIOR TO ANY RAINFALL EVENT NoT ~ ~ RAINFALL EVENT 7160 CAROLINA BEACH ROAD 1" = 50'
BYPASS SWALE 1 SECTION 1 DETAIL TO ANY RAINFALL EVENT BYPASS SWALE 1 SECTION 3 DETAIL IGISTRnTION NUMBER: Norm BYPASS SWALE 1 SECTION 2 DETAIL NoT To t~T To S=0.003 FT/FT 5=0.403 Ff/FT Fr/Fr PROPOSEQ BYPASS WEIR DETAIL FEDERAL POINT TOWNSHIP NEW HANOVER NORTH CAROLINA DRAWN:
Q-10yr=1.1B CFS Q-t0yr-1.18 CFS IJ8 CFS Nor ro s~cxE JCB
EXISTING PROPOSED PROPOSED EXISTING V-t0yr=1.31 FT/S V-10yr=1.31 FT/S LOT TOWNHOUSES TOWNHOUSES EXISTING LOT x.31 FT/s MALPASS ENGINEERING, P.C. CHECKED:
OWNER'St~RDFlCAliON GRADE POOL/CLUBHOUSE PROPOSED STREET pOpL/CLUBHOUSE PROPS a- PROPOSED BERM - PROPERTY LINE 1134 SHIPYARD BOULEVARD JBM D BERM t REVISED TO PDJUST H(PASS Y~IR g PER NHC. 5-21-08 WILMIPiGTON, NORTH CAROLINA 28412 PRUIECT N0:
1 (WE) HEREBY CETtTIFY 1HAT I {WE) AM (ARE) THE CURRENT OWNER OF THE PROPERLY ANO THAT UPON 2 REVISED TO AOD ROtSC R~ INtET. 5-21-06 FaaAe 910-592- 203 9'4
ICBPi ~ AUEHOWZADON-TO-CONSTRUCT' ANY CLFARII~, GRADING, CONSTRUCTION DR DEVEI.OPNE2IT, T ~ 3' WILL EIE PERFORMED W A(~OROANCE NRTFI THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF C9 S O~,k,~ 3 AENSED TO SHOW AI.IERNATE UFT SfADON SRE. 8-8-OB
VARIES ~ s NEW HA1~V[Jt COUMY, THE STATE OF NORTH CAROl1NA AND THE FTDERAi. GOVERNMENT AND ITS 0.56' 0.81' ,y. Q VARIES h 9° MIN. S P S 4 REVISED TO SN:AFASE LNATS DISiURBANOE 8-20-e~ ~ Owner: COFFER RdVEST![ENT PROPERT~$ II, LLC g1EET N0:
AGEI~ES WNICN AID FIERFBY MADE PART OF 1}FS PLAN. AS THE OWNER, t (WE) ACCEPT FULL MIN. 'P 9" MIN. • ~ ~ 9" MIN. 9" MIN. • ~ h1 RESPONS~LRY WR THE CONSTRUCDON AND OPERATION AND NNNTENANCE OF THE PROPOSED FACLII~S. I .10~ 9" MIN. 5 RE1~E0 TO REMOVE SWALE /3 DEfAL 9-15-ffi 1202 N. LAKE PARK BLVD. ~1NE A CAR~JNA BEACH, NC 28428
tuuF1 k'll1 NOT ATD"~T to TRANFE2 OF THIS RESPONSIBILRY WITF~Uf 1HE WRITTEN AUTHORIZADON OF I I ~ i _ . _ 9• 041MIC. OAR-dF0._FRf15 n
NEW HIWOVER COUNIY.° f 3 3' dtRMm~UtlAll I / I REV NO. DESCRIPf! oah I V _ V uv y~ OF. L
SIGNATURE REVISIONS J
MNTNAME >rnF YARD GRADING #1 DETAIL YARD GRADING #2 DETAIL NOT TO SCALE NOT M SCALE YARD GRADING #3A DETAIL YARD GRADING #3B DE'
NOT M SCALE NOT TO SCALE DING #3B DETAIL scram
K,\AutoCAD\2005\94\coral_ridge(5-15-08).dwg

Permanent Pool POND# 2A & 2B Permanent Pool POND # 1-10 & 1-20 DESIGNER'S PLAN CERTIFICATION: 2" Faircloth Skimmers Cut Sheet 3" Faircl©th Skimmer®Cut Sheet
. Fon;bay(A): CONTOUR INCREMENTAL ACCUM Forebay: CONTOUR INCREMENTAL ACCUM J.W. Faircloth & Son, Inc. J.W. Faircloth & Son Inc.
CONTOUR AREA VOLUME VOLUME STAGE CONTOUR AREA VOLUME VOLUME STAGE I HEREBY CERRFY THAT THIS PLAN HAS BEEN PREPARED IN ACCOimANCE WHH THE LATEST NEW HANOVEIt (sq ft) {cu ft) (cu ft) (ft) (gq ft) {CU ft) (CU ft) (ft) COUNII' OI~INANCES AND STORMWAfIR DESIGN MANUAL SKIMMER DETAIL wu~uu.FairclothSldmmer.COm '
10 1so1 0' o o PI SKIMMER ORIFICE www.FairclothSkimmer.com POND DIAMETER (INJ CIN,) 1" Vent s
11 2217' 2008.92' 2008.92' 1 11 2463 0' 0 0 SIGNATURE: 12 2691' 2453.98' 4462.9' 2 12 2463 2463.27' 2463.27' 1 PRtJI' NAME TOILE: 1~ w~ Yellow flp Inlet uminum straps 1-20 2 1.80 4" Sch 4D Aluminum straps
'13 3234' 2982.455' 7425.355' 3 13 3374 ~ 2918.53' 5381.8 ~ 2 14 3845' 3539.2' 10964.555' 4 14 3877 ~ 3625.615 ~ 9D07.415 ~ 3 DATE ' 2B 3 2.70 coupling } sup~tding inlet 2"Vent Inlet ~ suspending inlet come~on t 2 ~ pvc float 4" Sdt 40 w(th Blue ti~
15 4507' 4176.005' 9514p.56' 5 15 4413' 4145.4' 13152.815' 4 coupling C: t 3" pvc float
16 5222' 4864.79' 20005.35' 6 16 4982' 4697.45' 17850.265' S REpSTRATION NUMBER: 16.75 5794' 4131.07125' 24138.42125' 6.75 16.5 5278 ~ 2564.815 ~ 2D415.08 ~ 5.5 ND i connedron NOTE: SEE POND DETAIL FM2 ~ 2T' ~ ~ ~
SKIMMER ORIFICE INVERTS i ~ ' 1'f° Sch 40 SOLID pvc ~ , , i/' } - -~"```a ~ ~ ~ 2g° ~ 1 p barrel or °arm' ~ r I
Forebay(B}: CONTOUR INCREMENTAL AGCUM OWNER'S CETTIFICATION CONTOUR AREA VCtUME VOLUME STAGE s i 2" Sdt 40 SOLID pvc barrel , ~ > SUPPLIED BY USER , or °arm" ~ ~ ~ l
(sq ft) (cult) (cu ft) {ft) 1 (WE) HEREBY CERRFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON ~ ~ SUPPLIED BY USER s ' ,4 . ' ~ti
10 214 0' 0 0 Main Pond (1-10): CONTOUR RVCREMENTAL ACCUM RECEIPT OF "AUiHORIZAiION-TO-CONSTRUCT' AM! CLEAPoNG, GRADII+~, CONSTRUCRON OR DE4ELOPMENT, 11 393' 303.19' 303.19' 1 CONTOUR AREA VOLUME VOLUME STAGE WILL BE PERFORMED IN ACCOI~ANCE WHN IRIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF , v ; , = ~ zr
1z 632' 512.545' 815.735' 2 (sq ft) (cu ft) (cu ft) {ft) NEW HALIOVER COUNTY, THE STATE OF NORn1 CAROLINA AND THE FEDERAL GOVERNMENT AND ffS 13 920' 776.275' 1592.D1' 3 AGENCIES WHICH ARE HEREBY MADE PART OF iHIS PiAFI. AS THE OWNER, I (WE) ACCEPT FULL ~ _ z
1a 1258' 1o8sz6' zsal.z7' a 9 3253 D • D D RESPON5181LRY FOR THE CONSTRUCTION AND (N'ERAtION AND NNNTENANCE OF 1HE PROPOSED fACILiiIES. I 15 1650' 1454.145' 4135.415' 5 Wlll NOT ATiEER'T TO 1RANFER OF THIS RESPONSIBIINY WTiTIOUT THE WRRIEN AUTHOPoZATION DF ' ~ Patent~:5.82Q,7Si. I~ ~ ~ /
t6 2099' 1874.685' 6010.1' 8 10 3997' 3624.91 ~ 3624.91 ~ 1 16.75 2507' 1727.37375' 7737.47375' 6.75 11 4813 ~ 4405.1 ~ 8030.01 ~ 2 NEW HAN4VER COUNTI'." Skirrxner shown in relenta:satq;7sr
12 5699 5256.205 13286.215 3 51GNA1U~' floating position ~ Skimmer shaven in
13 6657' 6178.1 ~ 19464.315 ~ 4 Main Pond {A): CONTOUR INCREMENTAL ACCUM 14 7685 ~ 717D.66 ~ 26634.975 ~ 5 PPoNT NAME TITLE 1 Y~ hose, ~c~mps 2, irv~ 2^ HEAD on center ? floating position 2° threaded male fitting
CONTOUR AREA VOLUME VOLUME STAGE • (sq ft) (cu ft) (cu ft) (ft) 15 8783' 8233.78 ~ 34668.755 ~ 6 16 9952' 9367.39 44236.145 ~ 7 on outletend extension ~ of inlet and orifice 2° hose, ~ clamps 3° idM 3° HEAD on center 2" Threaded mate nipple 4 of iNet and orifice
s 1383 0' 0 0 16.5 12D56' 5502.0225 ~ 49738.1675 ~ 7.5 an outlet end
f0 2497' 1939.79' 1939.79' 1 11 4501 3499.15. 5438.94 2 1. Skimmer can be attached to a straight 4° sch 40 pipe through the dam but the pipe may need to be anchored to the bottom at the connection so it is secure. Coupling can be removed and
12 8355 5428.33 10867.27 3 13 8318 73365 18203.77 4 Main Pond {1-20): CONTOUR INCREMENTAL ACCUM hose attached to outlet using the threaded 2° fitting. Typical methods used: on a rrretal structure 1. Coupling can be rerrmved and hose attached to outlet using the thre~fed 2"nipple. Typical
i4 10415 9366.305 27570.075 5 CONTOUR AREA VOLUME VOLUME STAGE 15 12656 11535.71 39105.785 8 (gq ftj (CU ft) (CU ft) (ft) a steel stubout welded on the side at the bottom side with a 2° threaded coupling or reducers; methods used: on a metal structure a steel stubout welded on the side at the bottom with a 2° on a concrete structure with a hole or orifice at the bottom, use a steel plate with a hole cut in it threaded cxxtpling or reducers: on a conaete structure with a tale or orifice at the bottom, use a
16 15045 13850.695 52956.48 7 16.25 15665 3838.75625 56795.23625 7.25 and coupling welded to it that will fit aver the hole in the concrete antl tmlted to the structure with steel plate with a hole cut in it and coupling welded to it that avill fit over the hole in the concrete
16.75 20144 8952.1575 65747.39375 7.75 9 1154 0' 0 D 10 1634' 1393.83' 1393.83' 1 sealant; grout a 4" pvc pipe in a hole in the concrete to connect the skimmer. and bolted to the structure with sealant; grout a 4" pvc pipe in a hole in the concrete to connect
11 2188' 1911.015' 3304.845 ` 2 2. Dimensions are approximate, not intended as plans for construction. the skimmer. It can be attached to a straight 4" sch 40 pipe through the dam but the pipe needs 3. Barrel (solid, notfoam core pipe} should be 1.4 times the depth of water oath a minimum to be anchored to the bottom at the connection so it is secure.
12 2817' 2502.405' 5807.25' 3 Main Pond {B): CONTOUR WCREMENTAL ACCUM 13 3519' 3168.075 ~ 8975.325' 4 length of 6' so the inlet can be pulled to the side for maintenance. If more than 8' long weight 2. Dimensions are approximate, clot intended as plans for construction.
CONTOUR AREA VOLUME VOLUME STAGE 14 4297 3908.12 12883.445 5 {sq ft) (cu ft) (cu ft) {ft) 15 5149 4723.08 17606.525 6 may have to be added to inlet to counter the increased buoyancy. 3. Barrel {solid, not foam ~ro pipe) should be 1.4 times the depth of voter oath a minimum 4. I nlet tapers down from 2° maximum inlet to a 1 barrel and hose. Barrel is smaller to ?ength of g so the inlet can be pulled to the side for maintenance. If nmre than 1 T7 long weight
9 2455 0 0 0 16 608D 5614.555 23221.08 7 reduce buoyancy and tendency to lift inlet but is sufficient for flowthrough inlet because of may have to be added to inlet to counter the increased buoyancy.
10 3587 3020.99 3020.99 1 16.5 7814 3473.35 26694.43 7.5 11 4943 4264.785 7285.775 2 slope. The inlet orifice can be reduced using the plug and cutter provided to control the outflow 4. Inlettapers down from a 3" maximum inlet to a 2" barrel and hose. Barrel is smaller to reduce
12 6394 5668.51 12954.285 3 13 7942 7168.13 20122.415 4 Temporary Pool r~• buoyancy and tendency to lift inlet but is sufficient for flowthrough inlet because of slope. The 5. Inlet is 4° pipe between the straw with aluminum screen door for access to the inlet and inlet orifice can be reduced using the plug and cutter provided to control the outflow rate.
14 9608 8775.47 28897.885 5 CONTOUR INCREMENTAL ACCUM 15 11504 1D556t12 39454.305 6 CONTOUR AREA VOLUME VOLUME STAGE orfice inside. 5. Inlet is I)"pipe between the straps with aluminum screen door for access to the 3"inlet and
16 13529 12596.395 51970.7 7 16.25 14050 3447.265 55417.965 725 (SQ ft) (CU ft) (CU ft) (ftj 6. Capacity 3,283 cubic feet per day rtraximum with 2" inlet and 2° head. Inlet can be reduced orifice inside. by installing a smaller orifice using the plug and cutter provided to adjustflow rate for the 6. Capacity 9,774 cubic feet per day maximum with 3" k11et and 3° head. Inlet can be reduced
16.75 17652 7925.41 83343.375 7.75 16.5 254D8 0 D 0 particular basin volume and drawdown time required. by installing a smaller orifice using the plug and cutter provided to adjust flow rate for the
17 30343 13937.8325 13937.8325 0.5 7. Shipped assembled. User glues inlet extension and barrel, installs vent, cuts orifice in plug particular basin volume and drawdovan time required. and attaches to outlet pipe or structure. Includes flexible hose, rope, or'rfioe cutter, etc. 7. Shipped assembled. User glues inlet extension and barred installs vent, cuts ar'rfice in plug
Te~~a~y Pool 17.5 319D0 15560.685 29498.5175 1 CONTOUR INCREMENTAL ACCUM and attadles to outlet pipe or structure: Includes flexible hose, rope, orifice cutter, etc.
CONTOUR AREA VOLUME VOLUME STAGE (sq ft) {cu ft) {cu ft) (ft) 2inchCutTM 11-07 November 14, 2Od7 3indTCutTM 11-07 November 14, 2D07
16.75 46881 p 0 0 N/F
17.25 46632 23378.235 23378.235 0.5 17.7 59347 23845.37175 47223.60675 0.95 ~ Er Ernest & Elaine Bozeman
0 N
tL
Z w o SILT FENCE AREA TO BE LOWERED TO ELEVATION=17.0 AS SHOWN J W N N /F ~
_ ~ ~ Road Stub LIMITS OF DISTURBANCE 30" RCP W1=4.5' POND #2 i ~ O SILT FENCE CENTERLINE OF YARD for Future SDMH-1O 18° RCP W2=4,7' DISCHARGE SpMH_„ Terue Simmons z_ w 1W271 s2 sF .5' POND #2 (2A & 28) TDP=21,0 TEMPORARY POR~JS DB 1181 PG 510 J = .7' DISCHARGE LOCATION;
d w 4 BERM TEMPORARY POROUS TOP=20.25 W/F.E.S. CENTERLINE OF YARD GRADING ~.iA (SEE DETAIL) Extension - PROPOSED BAFFLE (SEE DETAIL) L=8.0° DISCHARGE 1° DISCHARGE FLOWS TO IN PROOP~O~SEO BAFFLE (SEE DETAIL) _ ~
~ ~ M = DRAINAGE INV=10.70 IINV=16.65 THE NOR1H GRADING ~3B (SEE DETAIL) INV=1$.O6 21.60 ~r , - ° T=1.O S 85 33 20 E ~ `1`29.1- ~ _ _ ~ THE NORTH DRNNAOE SILT FENCE O W ESNs ~ i » Q W
- - ..z0 ~ i ~ u, _ ~ W ~ - _ - - - - - - - ~ ' S 85°33'20 161 4' ~ ~
2x' Perime n - - ter S c ~ ~ , . ~ ~ PIPE 2 \ ~ ~ ` i 22.1
~Y y ~ 7 0°5o INV=17.57 ~ r _ -
0 0 ~ , .191.. 19.fi. - - - ~L ~Y , ~Y ~Y ~y 5' SID
y CO ~ 4 00 / PROPOSED ~ \ i I a ~ ~ o° Z ~ POOL - ~I Q / ~
j i ~ (n ~
EMERGENCY 19.1 INV=18.25 ~ 9;1° s% ~ , ~ ~ Q r SP1CtWAY 3 `Ep ~ CB 25 ~ ' d~ ~ EXISTING 9°/', 8 ' ~~t ~
BUILDING ~ 9A ;19.0 d0- ~ _ 0 2g _ i 0 0 i \ N
y `T' O. o ~ 1 cv ~ ~ ~ 1=_- 0000°o ' ~ ~ ~s ~ ~ coo°o°o°o ~ ~ v ' 2" BL FF ~ ao \
~ ~ ~ o°o ~ ~ tt) ~ l `y `y y / 4 ~ i - ~0 8, 4 9. 4 - 0: 2" ~LO °o°o i/ ~ , ~ ~ ~ U ~ °o ~ ~
~ ~ / (Y A ~ CB o ,j ~ , r ~ ~ f GENCY o ACfIVe ~ ' '
d' `Y y / i- ~ I 1, ` a, ~ i y ; ~ SPILCW Y 2A O pROPpSEp J 16.54 ~ CY^ / DRANAGE - ~ i0 \ ~ , A'• - l ~ ~~i~a~p~'sA ~ ~ Rec Area m m s ~ s \ ? ~ U U ~ ~ ~
fl ~ ESMT ~ i ~ I y \ ~ /,i ~L ~ ~ y -ir' Z ~Y ~ ~b I ~CtIY6 e / z ~ ~ ~ PQSSIV `y -t~` ~ 18" CP 2- 8" ' I - v SILT FENCE >r "
~ ~ - t ~SI~T CE ~ ~ ~ 18.5 18.73 e~., rea 18" RCP FF~ .y, '.y .y ~Y ~Y GO / o ~ ~ 18.7 U ~Y ~V; ~ ! V/ ' ~V
5 -t ti ~ ~ ~ ~ ~ 5SM 2, V- ea ~ ~ `L CON EMERffEE~ C~Y WI-17:69' - eC Ar a ` U P S ~ / ~ ~ 36" RCP ' ' o
~ i N $5`09'x9" W ~ ~ I 0.63'oc. ~SPILLWAY'"2B ~ ~ ~ ~ ~ ~ ~ 1~ ~ ~ w ~ VJ7~4.29 WETLAND FlLL "'7 w ,SEWER SVC. ~ ~ - c1 W ~ L=34;-0' ` ~ ~ ~ 88.79 S.F. ~ WEI~LAND FlL~ ~ ~ , _ v -12.44 _ ~ ~ ~ LJMIT~ OF ~ ~ M s~ 88.79 S.F. ~ j ~ , ` ~ > DISTURBANCE M i
~ / ~ ~ NST LL RIP R P , .aji ~Y ~y~ • O~,aC. ~Y ~ ~ ~ BERM ~p• a ON SCE ARDU~ T~I:O ~ WETL.RIVD FlLL - i ~ 8" ~
RE OCATED E Si1NG 12 FT q - .-`'~~~~y~, - PIPE WHERE SLEEPER WFZLAND Fl~.;~' ~ I 712.53 S.F. ACCESS & PUBLIC WI E DIRT R AD; TO BE ° ' ~ ~ ~ ~ ~ T y THAN 3:1 ~ .y 1,241 S.F. .y % .y .y .y ) SILT NCE U11UTY EASMENTj USED A5 D VEWAY FOR i SERHCE .D ~ o~ ~ ~<I~ ~L ~ ~ v ~ ` Vim ~ y y : J/ ~y ~ /
LOTS X51 52 yn~o HYDRAT ~ srnnoN x `&j\` % / 379.(11 S FFl~ J WETLAND FJLL ' v ~ J 3.78 .S.F. ~ t a
1x45.31' / ~ I I1S OF DISIURBANCE'~ ~ r M VALUE - ~ - - -i~'' LM r 2 - 8° G.V. ~ STANO=B ENERATOR CB-22 _ - SILT FENCE ~Y ~V ~ ~ ~Y ~Y ~ ~ v ~ -i ~ SD H-5 ~ f 'x70'
! / r - _ ~ _ ~ SDMH-13 LIMITS Of DISTURBANCE % ~ ~ ~ - ~ ~ TRI ~ 6LE ~ ~ i
o WET WELL WEILAIVD FiLL _ - ~ 2- 8~ G.V.
' SSMM=24 o 'F 1.88 30" RCP CB-24 191.77 S:F. 18" RCP ~ J 42" RCP - y J 21.04 % ::104 W _ ~ W ` o~ - - - -~`I'~ •77 W.S. _ 18° RCP 21.16 SSMH-19 - J onaire cad _ - ~ ,
R~ as p--~ 19y RCP 6 FORC MA - - - INV=14.5 CB-21 - - 9 ~ ~ 21.77 50' Public-R ~-20 v - - ~ - -fiO' REP~3?-- ~ ~ I ( - T8_RCP 20.97 ~ ~MH-T R32 - - - / - ' - _ 21.72 80"l RCP . ; .
~ ~ N ~ ~ r~ SSMH- B-23 _ _ - . ~ 2-42" RCP R=1025' "j - - - - ~ - - - - SSMH-18 6" FORCE MAIN 18" RCP ~-18 -50 CB-16 ANDIC~ ~AN ~ SSMH~12 - - - _ - CB-19 - 21.23 -
_ of cv 24" R ~i E . ~ , ~-~*-N~ -y - - - - - _
'C - - - - - I - - - - - - _ - - y ~y ~ - _ _ - _ - - - _ - _ _ _ _ _ _ ~ - = - - - -~=®~=--~r~ - - _ - - - 30" RCP
~ r 1 i/ r~ ~ V~ y y y ~ r..~; DI~19 ' ~ ~ 21-~8" ¢.V. , ; ~ ~ .10'x70; i we
54 ~ i 17 21.57 ;SDMF4-6 ' ~GHT 11i~lANGLE y y ~ ~ y ~ CB-15 30 ~ \ ; SDMH=#
~ y i ~ r ' ~ ~ ~ y ~ WETL~ND FILL ~ 2" RCP y y ~ ~ y S 11 ~0 ~ ~ ( 21~~5 21:0, ~ s r ' ~ \ SILT FENCE 5 834.54 S.F. ~ - ~ H-22 W/F.E.S. I ~ `-i ~ ~ . S " ~ ) ~ ~ ~ ~ ~ ~ ~ INV~Y.45 ~Y ~L ~Y ~Y ~ 1 / WETLAND FILL \ ~ TON~21.95 ~ li 4 ~
~V ~Y y y y ~ ~ 18 FRCP } ~ y ~ 4,475.Qy3 S.F. .y ~y .y ~ ~ SILT F~VCE ~ GE=24445 _,.i - ~ ~ (f _ ~ NN I SSMAH}11
t~ i ~ 0 Z ~ ( % I STALL RIP RAP t5~ N ~ ~ s " o ~Y ~V f 5 5 ~ v ~ ~ ~ ~ ~ ~ ~ ~ l~ SLOPE~SROUND ~ ~ ~ ~ ~ J LIMITS OF DISTURBANCE / ~L ~YT fEN ~ y ~ ~ ~ ~ ~ ~ TQE 21.45 y li •
~ I 4 / 2: 2. ~ ' ~ r~ 1 n f ~ ~ PIPE WHERE STEEPER p U / ~
~L ~Y ~L ~Y y ~ ~ , ~ , ' SILT FENCE ,Q ~ ~Y ~Y ~L ~L ~L ~L THAN.43:1 Vr ~L Pa;~sive~ p rl s ;ti0 / ~ ~L ~Y ~L ~Y ~V ~Y Vi V/ ~L ~V ~Y ~ TOLE=72.0 ~ . 't DI-13 I 3 " R
i N % f ~ y ~ y ~ ~ y ~ ~ / 2~~OG~ ~Y Jr .v ~ y Pia s s ire ~ J/ ~ ~L c~ ~ ~ 1 '.s. ~2 ~ G.V.
y 5G N ` _ ,B~RC Rec Area Q~~ o ~ 6 I ~ ~ N ~ gtb ~ Cd 5 Buffer ~ ~ ~ j~ ° ~ r--" /O Ji ~ v. ~Y ~ r~eC ~Are~ ~Y ~Y ~Y y ~Impoct ~ ~ ' I
/ / , V L,/ N L ~ ~ ~ ~-27 1.07 aa. 5 / GO 523 s.f. OQ I
y ~ rv ~ ~ ~ ~i~ ~ / , / 2 1.6 4 a C. TOW=23.80 ~ N~~• \ ' SIpE A
~ ~ ~ l ` WEiLAND FlLL } t ~p 25 / 57 W n 2 i Ac l~ YL y y y • p1-18 o m r ~ ~ y3,623.09yS.F. y ~ y y / ~ ~Y ~L ~Y ~ ~ ~ y ~ ~ y ~ ~ ~ ~ ~=125 yv 21. 0' ~ TOW=23.'jU ~
,--r Rec Area GE=21.75 N 'I 22.57
~ 2 BL ~ ~ ~ / ~Y ~Y ~Y ~L ~L ~ y y ~ Vi ~ ~ ~ ~ ~ w W ~ TOW=X13.55 ~ ' j GE=23,05 ~
X6.4 ~ 0.90 aa. ~ y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ y ~ y ~ ~ ~ ~ y ~ ~ ~ ~ i
85°09'y2» W 2145 ' ~ SILT FENCE ~ ~ 637.51 N 85°09'12" W 21 ' ~ ' w w w y w ~ v. w w ~t 1
2.91 N 85°08'19" W 637.51'
ILT FENCI ILr FENCE N 85°16'56 ~ W
N/F MITS OF I
N/F N F / The Chase N/F MITS OF DISTURBANCE N /F SILT FENCE
N/F Albert P. Ch Chia J. N/F ~ Manhatton Martha L. N F N F Roger G. N/F N F
Ralph C. & Difloria I naszewski i N F Josh A. & N/F 9 Bank Cales Larry Michael Robert E. N/F Howard C. & Coffer Sr, Regina Gay David Wa
/ Doris C. DB2830 PG351 DB3943 PG860 & Peggy Dawn Belinda H. Albert P. DB4367 PG665 DB1614 PG720 & Ph Ilis Faulk Jeffery A. Teresa E. DB1716 PG365 Gurganus Hazel B. M
Whitney ~ Burton Moore Dlflono '20 DB1605 PG14 Basinger McNeil McNeil DB2830 PG485 DB1282 P DB2075 PG666 D82131 PG705
9 DB2515 PG649 nnZ~oo nnn44 r1R101 Z Df'1 Q t1D1 ZGC1 C)(`~O DB1314 PG360
STORMWATER & S&EC PLAN 4-3-08
CORA[_ R DCE s~ALE:
' 7160 CAROLINA BEACH ROAD 1" = 50'
FEDERAL POINT TOWNSHIP NEW HANOVER NORTH CAROLINA DRAWN:
BULLET PIPE ~T
JCB MALPASS ENGINEERING, P.C. CHECI(ED:
RAP 1134 SHIPYARD BOULEVARD JBM t REVSm m wD rA~.mH S{A~M,1ER oErars. WHaiINGTON, NORTH CAROIdNA 2841.2 PROJECT N0:
PLACE OLE LAYER DF FILTER FABRIC UNDER RIP RAP, 2 REVISED TO N.TERNA7E Ufr STATION Sm» 8-8-08 Fare 910-392-52033 94
E W
GRAPHIC SCALE E 3 REVISED To NCRfASE LBe15 ~ D6TIAtBANCE. 8-20-08 ~ 4 REVISED PER Nt~ENR. 9-15-~ Owner: COFFER INVESTMENT PROPERTIES D, Id.C SHEET N0:
V L T 50 0 25 50 100 2pD 1202 N. LAKE PARK BLVD. SUITE A CARtXINA BEACH, NC 28428
f PHftNF~ A9 M4FA-FAnfi /1 /1
PIPE Jz s REV NO. DESCPJPnON DATE REVISIONS OF.
( IN FEET
OUTLET PROTECTION 1 inch = 50 ft. NOT TO SCALE
K.\AutoCAD\2005\94\coral ridge(5-15-08).dwg

MAINTENANCE PLAN REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO
PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN 1. ALL EROSION CONTROL MEASURES WILL BE CHECKED EVERY 7 DAYS OR THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM
AFTER EACH RPdN PRODUCING ~ INCHES OR MORE WHICH EVER COMES CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED FlRST. TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
2. SEDIMENT WILL BE REMOVED fROM BEHIND SILT FENCES WHERE SEDIMENT 11. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
1' 3' y`~ IS 0.5 FEEt DEEP AND REPAIR FABRIC IF TORN, LEAKING OR FNLING. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 3. INSPECT AND REFRESH CONSTRUCTION ENTRANCE WITH A NEW LAYER OF BE SURE TO MANTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF
O J GRAVEL AS NECESSARY. A BAFFl.E COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, 4. CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFlCAP(i RUNOFF. REPLACE IT PROMPTLY.
~ r ~ ~ TDP = 22.4 ti Q ~ SEDIMENT STORAGE . Q #57 ~ ,A ~ REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
ZONE a y WASHED ~ ~ 15' RCP ti STUNS , 4tn W/FES CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, PRESSURE ON THE BAFFLES. TAKE CARE TO AVOA) DAMAGING THE
ti: 2' (MIN.) INV=20.4 AND INSPECT THE EMBANKMENT TOR PIPING AND SETTLEMENT. MAKE ALL BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS HALF THE DESIGNED STORAGE DEPTH.
FLDDD STORAGE FROM THE RISER AND POOL AREA. AFTER THE CONTRIBUTING DRAINAGE AREA HA5 BEEN PROPERLY GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT
BOT = SB.9- ZDNE LONGER DRAINS PROPERLY OR IF THE ROCK IS DISLODGED. OEPOSIIS, BRING THE AREA TO GRADE, AND STABILIZE R. 5. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH SIGNIFICANT RAINFALL. 12. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFCANT
REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS INCH OR GREATER} RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY
15' RCP W/F.E.S. WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE SUBSEQUEM RAINS. TAKE CARE NOT TO DAMAGE OR .UNDERCUT THE HARE
INV=20.4 DESIGNED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE MESH WRING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. GRAVEL FACING. 13. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
21 CHECK THE STRUCTURE FOR DAMAGE FROM EROSK)N OR PIPING. RAINfALL IMMEDIATELY REMOVE SEDIMENT FRDM THE FLOW AREA AND PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE
2 MINIMUM Of 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. 11MELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS
FL IMMEDIATELY FlLL ANY SETTLEMENT OF THE EMBAKMENT TO St1GHTLY PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO ABOVE GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE
REPLACED IMMEDIATELY. D, AFTER ALL. SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY 14. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH
ROCK PIPE INLET DETAIL STABWZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT. AND REPAIR SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ff5
N.T.S. PROPERLY. ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE
6. INSPECT RIPRAP OtIfLEf STRUCTURES AFTER HEAVY RAINS TO 5EE IF HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE 50 ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE
STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR REPAIRS TO PREVENT FURTHER DAMAGE. THE FlRST CELL MAKE SURE VEGETATION GROWING IN THE BOTTOM OF
7. RIP RAP SHOULD BE INSPECTED PERIODICALLY TOR 5000R OR DISLODGED THE BASIN DOES NOT HOLD DOWN THE SKIMMER. STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN REPAA2 THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES
SOME LOCATIONS. If WATER IS FLOWING UNDERNEATH OR AROUND THEM.
B. ROCK DAM: CHECK SEDIMENT AFTER EACH RAINFALL REMOVE SEDIMENT IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE AND RESTORE ORIGINAL VOLUME WHEN 5ED1MENi ACCUMULATES TO ABOUT BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP
ONE-HALF THE DESIGN VOLUME. AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS CHECK THE STRUCTURE FOR EROSION, PIPING, AND ROCK DISPLACEMENT DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE QF THE BASIN
AFTER EACH SIGNIFCANT RAINSTORM AND REPAIR IMMEDIATELY. AND REMOVE THE DEBRIS. ALSO CHECK THE ORIflCE INS~E THE 9. .INSPECT ALL MULCHES PERIODICALLY AND AFTER RAINSTORMS TO SKINNER TO SEE IF R IS CLOGGED; IF SO REMOVE THE DEBRIS.
CHECK FOR RILL EROSION, DISLOCAl10N, OR FAILURE. WHERE EROSION IS IF THE SKIMMER ARN OR BARREL PIPE IS CLOGGED, THE ORIFCE CAN BE
OBSERVED, APPLY ADDmONAL MULCH, If WASHOUT OCCURS, REPAIR THE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE QR SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE INSPEC110NS BY FLUSHING WTTH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
NOTE; UNTIL VEGETATION IS FlRMLY ESTABLISHED. REPOSRIONING THE SKIMMER. 10. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF CHECK THE FABRK: LINED SPILLWAY FOR DAMAGE AND MAKE ANY
TOPO ON WESTERN EXISTING LOTS {#51 & ~52)IS FROM NEW HANOVER COUNTY TOPO, AND IS NOT THE RESULT OF AN ACTUAL SURVEY. EVENT' REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE
ANTICIPATE SUBMERGENCE AND DEP05ITION ABOVE THE CHECK DAM AND SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION FROM HIGH FLOWS AROUND THE EDGES 4F THE DAM. CORRECT EROSION DAMAGE, AND MISPECT THE EMBANKMENT FOR PIPING AND
ALL DAMAGE IMMEDIATELY. IF SIGNIFlCANT EROSKN OCCURS BETWEEN SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTK)N OF THE TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
CHANNEL FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME
SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
t 91)
N /F
EXISTING P/L Terue Simmons
DB 1181 PG 510 Z ~ ~
River Oaks i J WO WN 2 =
Sec. 7 Ph. 3 ° S 85°32 57' E 1469.21' Total ~ w ~ 51LT FENCE
~ ) M.B. 47 393 ~ ~ ~ r~ BERM CEN
20' Perim ter Setback ` ~ y `I' `y y `1' `Y 597.83' y y y ,GRADING ~3
W ~ ~ ~ ~ ~ y ~ ~ y y ~ ~ ~ 48.58' / 20' Perimeter Setbock 20' Perimeter S , "6' c~c y y ~ ~ y y y
~ ~ ~ y ~ ~ y ~ y y ~ ~ ~Y ~L ~ y y y / ~ ~ 7 \ anoo ` INV=17.57 ~ ~ \ o
IRECTIO B D DON LOT #92 IN THE Existing ~ ( o y y , y y N ~ I ~ 1 d ao
RIVER OAKS SUBDINSION ~ Residence ~ ~ ~ ~ o o z
~S, `EMERGENCY ~ c(
of 92) ~i ~ v% ~ w w w~ w w w w w w G~ ,~~0 y OCR / ~ ~ ~ iy~ y 5P1CL~yVAY 3 `6p
y y ~ ~ ~ ~ ~ W j ~ ~Y ~Y 5e ~ 5e~~ / ~~,~6' w ~ i ~ ~
20' PUBLIC UTILITY ENT w ~ ~ G~ `rco~b y y ~ ~ ~ ~I
~Y ~ ~L ~Y ~l! ~V ~L ~Y ~V 5 p~ ~ 2 ~ ' 51 \ po O y y y Q ~ ~ ~ ~ ~
S ~Y I y ~ ~ ~ % y ~ ~ y ~ / r- 'i
~ ~~b ~ b 3.11 a c. f \ y ~a~~~i / ~ ~ ~
~ ~t 0 5~' z
y ~ y ^Z ~ ~ ~ y Gds 5
d- ~ JI ~V ~Y ~ 1'' 2 N 85°09'09" W ~
~ o 1'1
z 7.57 ac.f ~ ~ { ~ ~ '
(Lot 93 2D' PUBLIC UTILITY EASMENT SILT~NCE ACCESS & PUBLJCj N 85°~~'~~" W \ UTILITY EASMENT/ ~
m PROPOS A 1045.31' ~
~ ~ ~ ~ / END OF ACCESS EASMENT APPROX. LOCATION OF LIMITS OF OISTURBANCE~~ EXISTING 12 FT WIDE ~ ,
m DIRT ROAD; TO BE USED \ % - ~r AS DRIVEWAY FOR LOTS
- - > X51 & 52 . , S SMH-24.:>
N - - . _ 104 , ,
- } r -
T N l _ ~ _ O c4 p
~ ~ L FE ~ r /.y ~ ~ ~ ~ ~ tL y W Vi J/ ~ W ~ ~ W ~ tL \ ~ w:/ N ` PN1 ~V ~L V~ ~L y y y y y y y y y y y y y y )
W ~ ~ ALT FENCE ~ ~
~Y ~Y ~L ~L ~Y ~Y ~L ~Y ~Y ~L ~Y y y y y y y y / . D1,~19 / l LIMITS OF DISNRBANCE
J ~ ~ 1 - y_''-y-----~1.~- _ ___J! _~L__~ y J~ y y y y y y y y 4 S i 0 1
20' UBLIC UTILITY EA5EME T ~ l I y y y y y y y -"~Y~- y y y y y ~Y ~L y y y ~ ;
~ ~ y ~ r~ ~ y ~ y y y ~ ~ ~ ~ ~ y ~ ~ y ~ ~ ~ ~ ~ y r1 w a p i, ~ ~
a 0 ~ ~ ~ ~ y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~"'~-~1V ~Y tY ~Y ~ N ~ i ~r j ~Y y y y y y y vc y ~ ~V_~J y y y ~ y ~0`. \ 'i ~ ~
'y\ ~J y ~Y y y y y y CISSIVe y y y y y y y y y y C) ~I, a cP ~
M ~ ~ I7 ~ ~ / R ~s r J
Vi y y y y y y ' `~b' C ~ ~D.' e y y y y y y ~L y y y r~\ " 5 6 I <::; a N N ~
/ % o Z i i ~Y y ~ ~ y ~ ~ y ~ ~ tL ~ ~ ~ ~ ~ ~ y ~ y ~ y y y y y y y 2>~5 aGi• y y y y y y y y y y ,`y 6 ~ N ~ ~ ° H-2
' ~ ~ Ji -y~. y y y y y y y y y y y y y y y T1' ~ j 5 ~
' ~Y ,-%~~L ~ ~Y Vi ~Y ~Y ~Y ~Y ~Y ~Y ~Y ~Y ~Y ~Y ~Y tY ~L ~L Ji - ~0---~?erlrlaet~ setb ak r
~Y ~Y ~693.14L ~ ~Y ~Y ~L ~Y ~Y ~L ~ y y y ~ y tL ~ ~ ~ ~ y ~Y ~Y ~L ~L ~L ~Y ~Y ~Y ~Y ~Y ~L y y y y y y y~ y ~ ' ,DI-18 o rn ~ r.
N 8 05'3 " W 119.88' N 5°58' " W 16.19'
N 85°11'18" W 1154.98' 154.98' y y y y X53.46 ~ y y y y y y yj y ~ 2" BLO N, i
~ ~ SILT FE
i
N/F N F N/F i N F N F
yman P tack La man Patrick Layman Patrick Usher / N /F Ralph C. & Raiph C. &
Ushe U her DB1342 PG1586 Doris C. Doris C. N/F Josh A. &
B1 42 G158 D 1342 PG1586 Whitney Whitney Peggy Dawn Belinda H.
~ DB2515 PG649 Burton Moare DB2515 PG649 pB3788 PG211 DB1913 PG1
DESIGNER'S PLAN CERTIFICATION:
I HEREBY CEITIIFI THAT THfS PLAN HIS PREPARED IN ACCORDANCE WRH THE LATEST NEW HANOVER COUNTY ORD04ANCES AND 5TORMWAEiR DESIGN MANUAL
DATE: STORMWATER & S&EC PLAN 4-3-08
SIGNATUI~: CORAL R DGE SCALE:
PRNT NAME ~ F' 7160 CAROLINA BEACH ROAD 1" = 50'
DATE REGISTRATION NUMBER: FEDERAL POINT TOWNSHIP NEW HANOVER NORTH CAROLINA DRAWN:
JCB
MALPASS ENGINEERING, P.C. CHECKED:
OWNER'S CERDFlCAl10N 1134 SHH'YARD BOULEVARD ~M ~ REVISED ro aDD ROCK PEE iwEr oetna,wa CouNiY mPO FOR EfOSTtdG LOTS s-2~-oe T9ILIdINGTON, NORTH CAROLINA 28412 PROJECT tom:
"I (WE} HEREBY CERTIFY THAT I (WE} AN (ARE} 1HE CURRENT OWNER OF THE PROPERTY AND THAT UPON I~ Phone [phone] RENSED ro INCRF/SE Laars OF ~ruReu~E. &-20-06 Fax [phone]
REfAPT OF AUTH~IZAl10N-ln-(~I~TRtICI" AN1' CLEARING, (~2ADING, C~JS1RUCilON ~ DEVF7.OPNENT, NI G WILL BE PERFORMED RI ACCOT~ANCE WRH 11IIS PLAN AND THAT THE APPUCA~E ORDINANCES AND RULES OF GRAPHIC SCALE E
NEW HAN04ER COUNTY, THE STALE OF NORTH CAROIJNA AND 1HE FEDERAL GOVEftF11~IdT AND RS Oxmer: COFFER INVESTMENT PROPBRTIf~ II SHEET NO:~ A
AGENgES WHICH ARE HEREBY MADE PART OF TFDS PLAN. AS THE OWNER, I (WE) ACCEPT FUU. RESPONSIBILRY FOR THE CONSIRUCIION AND OPERAIIDrI AND MAINTENANCE CF THE PROP05ED f~IlB1ES. I so 0 2s so ioo 2pp 1202 N. LAKE PARK BLVD. SUITE A CAROLINA BEACH, NC 28428
Iwrt w„ wr ATi[,IOI' m mAUrro nr rum orcrntrcid„rv uttlWlrt Tlg tvDttTCA1 Al Rtlfld7ATINJ K aunn~c• mn_d~sLa~n~ n n
~n~~ niu. iw~ nnu~ei rv own u~ w olio iusvuunun mn NV~ n~ mmiu. rnm wn~annvn NEW HANOVER COUNTY.' S REV NO. DESCMPn0N DATE
SIGNATURE REVISIONS OF.
IN FEET ) PAINT NAME TNLE 1 inch = 50 ft.
GATE;
K.\AutoCAD\2005\94\coral_ridge(5-15-08).dwg

HATCHED AREA (22,26235 S.F.)IS LARGER THAN THE REQUIRED SURFA(~ AREA AT THE PERMANENT POOL FOR THE INFLOW INTO PONDS 1-10 & i-ZO
Permanent Seed'ma TemoornrX Seedino HATCHED AREA ((2 _ Specifications $6.11 -Specifications Specifications #6.10 -Specifications AT 1HE PERMANEN HATCHED AREA 24,688.44 S.F.) IS LARGER THAN THE REQUIRED SURFACE AREA HATCHED AREA
(~ec~ctions are as per the "Erosion and Sediment Control Planning and Design Manual" of the state of (Specificntlons are as per the 'Erosion and Sediment Control Planning noel Design Manunt' of the state of LENG~iF1o X4.6 A? THE PERMAN T POOL FOR THE INFLOW INTO POND 2A 1 1 F 85.77' 17 IS MAINTENANCE
North Carolina) North Carolina) ~ 100TH=109.15 fT Table 8.110 -Seeding No. 1CP for. Well-to Poorly Droined soils with Good Moisture Retention; Low table 610n -Temporary Seeding Recommendations - q 18 LENGiH~--'~~16 Ft ACCESS 18 1 17 1-2 WIDTH=96.73 FT
Maintenance for Lnte Winter and Early Spring t= 16.5
Seeding mixture Seeding Mixture Species Rote (Ib/acre) Species Rate Clb/acre) ti 20 17--_. 5" ~4 i FLOW PATH 1 i
Toll fescue 80 Rye Cgrnin) 120 Pensacola Bahiagrass 50 Annual tespedeza (Kobe in 209'54' 74.09' 75 1 , . \ ~ m 0
Piedmont and Constnl Plain, n~L=2L89 24 . sericea Iespedeza 30
Kobe lespedezo 10 Korean in Mountains) 50 14 s 9 B' poDao 1 <x ~ 9.34, ~ 0 0
Seeding Notes Omit annual lespedezn when duration of temporary cover Is not to extend beyond June, i. From Sept. 1 -Mar. 1, use unscarified sericea seed i 48.94' 6 0 =5.09' 24.41' v 1 pogo u 0 0
2. On poorly drained sites omit sericea and increase Kobe to 30 ID/acre. SeeeOng dates a omit sericea and increase Kobe to 4D Ib/acre. Mountains -Above 2500 ft~ Feb. 15-May 15 68 g~ 1 4 ppp 0 0
3. Where a neat appearance is desired, Below 2500 ft~ Feb. L-May 1 Piednont -Jan. 1-May i 1 000 Opp ~ p 'o' , 12294'
Nurse plants Ib acre German millet or 15 Ib acre Sudongrass. Prior to May 1 or offer Canstal Plain -Dec, i-Apr. 15 Between Apr. 15 & Aug. 15, add 1D / /
Aug. 15, odd 25 Ib/acre rye (grain). Soil amendments -Follow recommendations of soil tests or n t 2,000 lb/acre ground agricultural limestone PP Y i` 75 ti~ ' l
and 750 lblacre 10-10-10 fertilizer, Seeding dates Best possible Mulch -Apply 4,000 lb/acre straw, Anchor straw by tacking with asphalt, netting, or a mulch anchoring toot. 2 = 4 2y6 i9 18 17 y'j c~64°' 12.16'
Earl s rin : FeD. 15 -Mar. 20 Feb. 15 -Apr. 30 A disk with blades set nearly straight can be used as a mulch anchoring tool. Y p 9 Maintenance -Refertilize if rowth Is not full ode unte. Reseed, refertilize and mulch immediately following 18° ,r--~ P~~JD 1-CO DETAIE
Fall: Sept. 1 -Sept. 34 Sept. 1 -Oct. 31 g Y q erosion or other damage. N
Soil amendments -Appiy lime and fertilizer according to soil tests, or apply 3,000-5,000 ib/acre ground Table 610b Temporary seeding Recommendations for Summer b _ r` 20 :,~----19 N, T, S,
agricultural limestone (use the lower rate on sandy.so0s) and 1,000 Ib/acre 10-14-10 fertilizer. Seeding mixture Mulch -Apply 4,000 lblacre groin straw or equivalent cover of another suitable mulch. Anchor strove by Spedes Rate (lb/acre) 20®
tacking with asphalt, netting, or roving or by arcnping with. a mulch anchoring tool. A disk wfth blades set German millet 40 nearly straigh# con be used as o mulch anchoring tool.
Maintenance - If growth is less than fully adequate, refertilize in the second year, according to sot tests or In the Piedmont noel Mountniris, nsmall-stemmed Sudnngrnss may be substituted at a rote of 50 tb/acre. v I I 18.35 Q, HATCHED AREA IS MAINTENANCE ACCESS 1255•
topdress with 500 Ib/acre i0-10-10 fert0izer. Mow as needed when sericea is omitted from the mixture. Reseed, fertilize, and mulch damaged areas immediately. Seeding dotes X72" Mountains -May 15-Aug. 15 X72' + POND 2A DETAIL `=98.6'
Table fi.11q -Seeding No. 2CP for: Well-to Poorly Drained soils with Good Moisture Retention; High Piedmont -May 1-Aug. 15 -
Maintenance Coastal Plain -Apr. 15-Aug. 15 Seeding mixture
Species Rate (Ib/acre) Soil amendments -Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone N , T , S , HATCHED AREA IS MANTENANCE ACCESS P E N D 1-10 D E T A I L H•~.r~TRAT1o.._
Tall fescue (blend of two or and 750 tb/acre 10-10-10 fertilizer, Mulch -Apply 4,000 tb/acre straw, Anchor straw by tacking wfth asphalt, netting, or a mulch anchoring tool. three improved vor~eties) 200 A disk with blades set nearly straight can be used ns a mulch anchoring tool,
Rye {grain) 25 Maintenance -Refertilize if growth Is not fully adequate. Reseed, refertilize and mulch immediately following
erosion or other damage, Seeding dates N,T,S,
Best: Sept. 15 -Oct. 15 Table 6.lOc Temporary Seeding Recommendations for Fnll TOP OF POND Possible: Sept. 1 -Oct. 31 ar Fem. 15 -Apr. 30 Seeding mixture 3 WiDE TOP OF POND 3' WiDE TEMPORARY P001 EL 5~1 SIDE SLOPES
- rti izer accordin to soil tests, or apply 3,000-5,004 Ib/acre ground Spedes Rate (lb/acre) ~ BEi2~- _ BERG _
Soil amendments Apply lime and fe I 9 R e C rain) 120 3.1 SLOPE 'I ~,OP St p fs 5 ogricul#ural limestone (use the lower rate on sandy sods) and 1,000 Ib/acre 10-10-10 fertilizer. Y g ~OP~ 3:1 S~f ~ u PERMANENT POOL E SCOPE ~ 3: t SLOPE -19.OT g.1 10:1 SLOPE
Mulch -Apply 4,000 ib/acre grain straw or equivalent cover of another suitable mulch. Anchor straw by Seea6ng dotes tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set Mountins -Aug. 15-Dec. 30 10:1 SLOPE
nearly straight can be used as a mulch atcooding tad. Coastal Plain noel Piedmont -Aug. 15-Dec 30 10:1 SLOPE TAY SEDIMENT
Maintenance -Fertilize accord~g to sail tests ar apply 40 Ib/acre nitrogen in Jan. or Feb., 40 Ib in Sept., BOTTOM OF fOREBAY FOREBAY SEDIMENT and 40 Ib in Nov., from a 12-4-8 , 16-4-8, or similar turf fertHiza. Avoid fertilizer opplicotions during Soil amendments -Follow soil tests or apply 2,000 lb/acre ground agricultural limestone and 1,000 lb/acre CLEANOUT EL !OUT EL BOTTOM OF POND ~ MAiN POND SEDIMENT c
warm weather, as this incenses stand Tosses to disease. Reseed, fertilize, and mulch damaged areas 10-10-10 fertilzer, POND #1-10 F~REBAY & P[ immediately. Mow to a height of 2.5-3.5 inches as needed. Mulch -Apply 4,000 tb/acre straw, Anchor straw by tacking with asphalt, netting, or a mulch anchoring toot. SCALES 1' = 20' ~REBAY & POND CRASS-SECTIDN ClEANYHIT EL 10' WIDE SCALES 1' = 20' VEGETATED
A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance -Repair and refertilize damaged areas immediately. Topdress with 50 tb/acre of nitrogen in SHELF
Table 8.11v -Seeding Na 7CP for. Grass-lined Channels; Coastal Plain, Lower Piedmont, and Dry Solis in the March, If it fs necessary to extend temporary cover beyond June 15, overseed with 50 lb/acre Kobe al1.Er sTRUCTURE INFILTRATION BASIN #1 DETAIL (SEE DETAIL) N.T.S.
CenVal Piedmont (Piedmont and Coastal Plain) or Korean (Mountains) tespedeza in late February ar early March. Seeding mixture TOP OF POND TOP OF POND
Species Rate (Ib/acre) Common Bermudagrass 40-84 (1-2 Ib/1,000 ft"2) TEMPORARY POOL HATCHED AREA FOR THE INFLOW INTO POND 2A
3:1 SLOPE 31 S PERMANENT POOL Et Fl.OW PA1H 2A
Seeding dates ~~Ae Coastd Plain: Apr. -July gil $L 3: i SLOPE 10:1 SLOPE 19
Piedmont: Apr. 15 -June 30 PIPE SYSTEM -POND #1 10: t SLOPE 10:1 SLOPE
/ FRDM TO SIZECIN) LENGTH(FT) SLOPE(FTlFT) U.S. INVERT (EL) D.S. INVERT CEL) '~(@ EDP) V Soil amadments -Apply lime and fertilizer according to soil tests, a apply 3,000 Ib acre ground i 17 18 19 MAIN POND SEDIMENT - - ij;~- BOTTOM OF POND CLEANOUT EL 16655' S&61' 86.46' g
a ricuitural limestone and 500 Ib/acre 10-iD-14 fert0izer. 80TTOM OF PONC g CB-i CB-2 18 31 0.516 16,58 16.42 19.83 Mulch -Use jute, exceisia matting, or other effective channel lining material to cover the bottom of 10' WIDE D #1-20 POND CROSS-SECTION 10' WIDE = 1 1
channels and dikches The lining should extend above the hir~est calculated depth of flow. Cn channel side CB-2 SDMH-2 18 140 .0030 16,42 16.00 19.83 VEGETATED P N #1- N. slopes above this height, and in coinages not requiring temporary linings, apply 4,000 Ib/acre groin straw SDMH-2 DI-2 36 74 0.01135 14.71 13.87 20.80 SHED SCALES 1' SCALES 1' = 20` VEGETATED 1 9
and anchor strove by stapling netting over the top. DI-2 SDMH-1 36 44 OA0295 13,87 13.74 19.58 SHELF 10 9:' ~ 19.08'
Mulch and onchor~ng materials must not be allowed to wash down slopes where they can clog drainage DI-3 SDMH-1 18 48 ,03696 15.61 13.74 19.56 devices SDMH-1 SDMH-12 42 9 OA0333 13,74 13.71 19.81 ?:`.t&: ?5'r:t si;? 5:::51?i:S b `.OD ~ 2
Maintenance - A minimum of 3 weeks is required for establishment. Inspect and repair mulch frecµ~ently. RefertDize the fdlowing Apr. with 5D Ib/acre nitrogen. CB-29 CB-30 18 33 0.01667 21.14 20.59 24.39
CB-30 CH-31 18 39 0,01641 20.59 19.95 23.84 CB-31 CB-5 18 44 0.01568 19,95 19.26 23.20 TOP OF POND i , 19 s 70P OF POND • _
Refer to Appendix 8.02 for botanical names CB-5 CB-4 16 198 0,02141 19,26 15A2 2251 3' WIDE _ 3' WIDE TEMPORARY P001 EL
DI-4 CB-4 24 23 .00304 15,09 15A2 19.34 _ BERhH-- - 3:1 SLOPE ~'`1 3rt CB-3 CB-4 18 31 0.00323 16,84 16.74 20.09 S ~p y.. art SLAP PERMANENT POOL EL 3:1 SLOPE ry
_ to Sand Laam CB-4 SDMH-2 36 101 .00307 15,02 14.71 20.09 F Table 6.ttr Seeding No. 3CP for: Dry Sands y ~ 10.1 SLOPE f 3:1 . , iD: i SLOPE 23.87
High Maintenance, Fine TurF SDMH-12 DI-1 42 71 0,00296 13,71 13.50 19.85 Seeding mixture DI-1 OUTFACE 42 53 .00358 13,50 13.31 19,60 iD: t 10:t SLOPE °
Species Rate (bu/1,400 ft 2) BOTTOM OF FOREBAY HATCHED AREA IS MAINTENANCE ACCESS SEDIMENT BOTTOM OF POND MAIN POND SEDIMENT
Tifwoy or Tifwoy it Minimum: 3 FOREBAY SEDIMENT hybrid Bermudagrass Rapid cover. 10 CLEANOUT EL T EL CLEANOUT EL 10' VdDE
PIPE SYSTEM -POND #2 POND #2A F~REBAY & POND CRC Seeding Notes GRATE ELEV. & POND CROSS-SECTION vEGETATED ~ m HATCHED AREA (8,671.83 S.F.) IS LARGER THAN 1HE REQUIRED SURFACE AREA SHELF ~ oi`'.;,.:;...' AT THE PERMANENT POOL FORK THE INFLOW INTO POND 28
1. Sprig or sod (Practice 6.12, Sodding}. Moisture is essential during initial estabii~mat. Sod must be kept FRDM TO SIZECIN) LENGTH(FT) SLOPE(FT/FT) U.S. INVERT CEL) D.S. INVERT CEL) (@ EDP) SCALE: 1' = 20' 1' = 20' LENGTH=174. FT 1MDTH=58.0 FT u
well watered for 2-3 weeks, but can be planted earlier or later than sprigs 2. Common Bermuda can be seeded or sprigged but does not produce ahigh-quality turf. it is also less DI-5 DI-6 24 146 .00342 17.40 16.90 21.95 OUTLET STRUCTURE 9•~' (SEEDETA") P~~D ~B DETAIL
cold tolerant than the hybrids, more weed prone, and o pest in flower beds and specimen plantings D-6 DI-7 24 144 .00306 16.90 16.46 21,90 - 16.2 2250 TOP OF POND DI7 SDMH-9 30 79 .00304 16.46 2 i0P OF POND
Planting dates DI-8 SDMH-9 18 45 0.05 18.47 16.22 22.30 3' tNDE Apr. -July SDMH-9 SDMH-8 30 75 A0307 16.22 15.99 23.25 - 3' WIDE _ TEMPORARY P001 EL n'
3,~ sLQP PERMANENT POOL EL 4E 3: t SLOPE N T S
- rt'lizer accordin to soil tests, or oppiy 3,000 Ib/acre ground SDMH-8 SDMH-3 30 31 0.00323 15.99 15.89 24.51 3:1 SLOPE `I S~ 3? Soil amendments Apply lime and fe i g rot limestone and 500 Ib acre 10-10-10 fertilizer, or 50 Ib/acre nitrogen from turf-type SDMH-3 CB-6 3D 60 0,00333 15.89 15.69 2451 A ' agricultu / t0: t SLOPE f 3~1 , 10:1 SLOPE
slow-release fert8izer. Add 25-50 Ib/acre nitroga at 2- to 3-week intervals through midsummer. CB-6 CB-8 30 235 0.00302 15.69 14.98 24.90 10:1 SLOPE
Sprigging -Plant sprigs in furcows with atractor-drown transplanter, or broadcast by hand. CB-7 CB-8 18 31 0.05 19.88 18.33 23.13 f0: Furrows should be 4-6 inches dap and 2 ft apart. Place sprigs about 2 ft apart in the row with one CB-8 CB-10 36 238 0.00303 14.98 14.26 2313 BOTTOM OF FOREBAY 3Y SEDIMENT BOTTOM OF POND MAIN POND SEDIMENT
end at or above ground level (Figure 6.11d). CB-9 CB-10 18 31 0.05 16,07 16.52 21,32 FOREBAY SEDIMENT Broadcast at rates shown above, and press sprigs into the top 1/2-2 inches of soil with a disk set - CLEANOU7 EL ?!iT ~ CLEANOU7 EL
straight so that sprigs ore not brought beak toward the surface. CB-10 CB 16 42 221 0.00303 14.26 13.59 21,32 POND #2B EDREBAY E:2B EOREBAY & POND CROSS-SECTION 10' WIDE VEGETATED
Mulch - Do not mulch. DI-14 DI-15 24 100 0,009 18.60 17.70 23,10 Maintenance -Water as needed and mow to 3/4- to 1-inch height. Topdress with 40 Ib/aae nitrogen in DI-15 DI-16 24 167 0,00539 17,70 16,80 22.20 SCALEi SCALE 1' = 20' SHELF
Apr., 50 Ib in Moy, 50 Ib in June, 30 Ib in July, and 25-50 Ib in pug. DI-16 DI-17 30 167 0,00449 16,80 16,05 21,85
. Weil-Droined Sond Looms to Dry Sands, Constol Pldn and Eastern Edge DI-17 CB-13 36 122 0.00303 16,05 15.68 21b5 NOTES: Table 6.tis - 5ading Na 4CP for Y CB-11 CB-12 18 31 .0042 18,20 18,07 21,45 1. MUHLENBERGIA CAPILIARUS(PINK MUFILY) & SPARIINA BAKERI(CORDGRASS) OR CENi1PEDE of Piedmont; Low-to Medium-Care Lawns 'EDE
Seeding mixture CH-12 CB-13 18 42 0.0569 18.07 15.68 21,45 SOD TO BE PLANTED ON SLOPES 4F PONDS ABOVE THE
Species Rate CB-13 CB-14 36 77 0,00312 15.68 15.44 21,62 pERMAMENT POOL & EITHER ~CKEREI WEED, BLUE FLAG IRIS, OR DUCK POTATO Centipedegross 10-20 Ib/acre (seed) or CH-14 CB-16 42 46 0.00913 15.44 15,02 22.06
33 bu/acre (sprigs) DI-9 DI-10 18 lOD 0,0115 18,60 17.45 22.55 TO BE PLANTED 4N THE VEGETATED SHE1F. DI-10 DI-li 24 167 0.00419 17.45 16.75 22A0 2. IF THE BASIN IS USED FOR SEDIMEM AND EROSION COMROL DURING OUTLET STRUCTURE DETAILS (FEET)
Seeding dates D-11 DI-12 30 167 0.00305 16.75 16.24 2L9D CONSTRUCTION, CLEAN OUT OF THE BASIN 15 SPECIFIED PRIOR TO USE AS A BOX GROUT INSIDE BOTTOM OF BASE
Mor. - ,lone {Sprigging con be done through July where water is avalable for ircigation.) DI-12 Di-13 30 105 0.00305 16.24 15.92 2L8D WEi DEiENTION BASIN. PONDiNSIDE SLAB THICKNESS ELEVATION
DI-13 SDMH-4 30 51 OA0315 15.92 15.76 2L70 3. ALL WATER THAT DRAINS ()FF IMPERVIOUS SURFACES LOCATED WITHIN THE DRNNAGE AREAS FOR POND ~1 Soil amendments -Apply lime and fertilizer according to soil tests, ar oppiy 300 ib/acre iD-10-10. SDMH-4 CB-15 30 52 0.00308 15.76 15.60 22.91 AREAS FOR POND ~1, POND ~2 ANO INFlLTRAl10N BASIN ~1 SHWT ELEVATIONS 1 4x4 6x6x0.5 0.75' t4.5
Sprigging - Piont sprigs in furrows wfth o tractor-drown transplanter, or broadcast by hood. CB-15 CB-16 30 31 0.00323 15.60 15.50 2205 WILL BE DIRECTED INTO THE STORMWATER SYSTEM, BY EDHER RNSING AND SLOPING SITE TOWARDS THE fE TOWARDS THE POND ELEV. 2 4x4 6x8x0.5 1' 14.75 1-10 12,98
Furrows should be 4-6 in ches dap and 2 ft apart. Place sprigs about 2 ft apart in the row with one end CB-16 CB-18 60 116 0.00259 13.59 13.29 22.05 STREET, PIPING TOWAROS THE STREET OR Gll1TEWNG TOWNHOUSES AND SPIWNG at or above ground level (Figure &11d) CH-L7 CB-18 18 31 .00742 17.65 17.42 20.90 WA1ER INTO FRONT YARDS THAT DRAIN TOWARDS THE PARKING~ALL ROOF DRAMS MUST BE DIRECTED 10 THE BE DIRECTED TO THE PONDS/INFlLTRAIIt)N BASIN}. 1-20 13.98 WELDED 8AR
Broadcast at rates shwwn above, and press sprigs into the top 1/2-2 ind~es of soil with a disk set straight CH-18 SDMH-5 60 71 OAD36D 13,29 13A2 20.90 so that sprigs are oat brought book toward the surface. 4. ENERGY DISSIPATORS TO HAVE FlLTER FABRIC UNDERLAYMEM. 2A 15.0 TRASH RACK 2II 15,23 BOLTED IN PLACE
Match - [w not mulch. SDMH-5 SDMH-7 60 136 0,00301 13.02 1261 21,38 ID #1 15,52 4° OPENINGS
- Ib acre nitro en in s rin with no phosphorus. Centipedegrass SDMH-7 OUTFACE 60 58 0.00243 12.61 12.44 21,39 5. IF THE PONDS NEED TO BE DRAINED FOR NNNiENIWCE OR AN EMERGENCY Maintenance -Fertilize very sparingly 2D / g P g cannot tderote hi h H or excess fertDizer. A PUMP IS TO BE USED TO DRAIN THE PONDS. g P 6. BUILDINGS TO DRAIN TO THE PARKING IN FRONT OF ITSELF. PVC ORIFlCE H?1H GRAVEL OQ~
CB-19 CB-20 18 31 0.0071 17.35 17.17 20.64 Table 6.tit - Seeding No. 5CP for: Well-Droved Sandy Loans to Dry Sands; CB-20 OUTFACE 18 37 0.05 17.17 15.32 20.64 so• ELBOW DOWN 5~
Low Maintenance V EMERGENC tMPERV! S AREAS S UARE FEE ~ p, P0p1 6° THICK PRECAST
Seeding mixture DI-18 DI-19 18 75 0.00307 17.35 17.12 2L30 TOP PERMANENT TEMPORARY FOREBAY VEGETATED POND SEDIMENT CLEANOUT ELEV Species Rota (ID/Here) DI-19 DI-20 18 119 0.00479 17.12 1655 21.30 PON POND POOL P001 80TTOM SHELF 07TOM FOREBAY MAfN POND TOP W1ER b D TOP W1ER bottom N~ER fo ORiFlCE OUTLET H ES TOWN OMES OTHER WALKS ROADS PARKNO OFFSITE TOTAL -WEIR ELEV~ OUTLET STRUCTURE
Pensacola Bahiagrass 5D 1 20.0 16.5 17.5 10.0 16.0-17.0 8.0 11.0 9.0 9.30.15 Lx0.4 sericea lespedeza 30 DI-20 SDMH-6 24 77 0,00312 16.55 16.31 21.05 2 21.25 16.75 17.7 9.0 16. -1 . 8.0 10.0 9.0 .25 LxO.: 9.30 . t5 Lx0.40 HIS 17.5 N A 1.75 0 ~ 16.5 i5 m RCP ®16.5 45 ®19.3 N A 12 480 180 fi 552 27 967 73 352 62 673 12 4 .25 Lx0.25 H~ 17.7 .25 Lx.2 H~19. 5 # ~ 16.75 iB ¢ RCP ®16.75 BO ®20.& N A 86 320 3169 30 81 B7 410 94 688 N A 0 4 OUTLET PIPE
Common Bermudagrass 14 CB-27 CB-28 18 31 0.00548 17.69 17.52 20.94 PERM P001 -t1R'ffICE ELEV.
Germai millet 10 CB-28 SDMH-6 18 72 0.01681 17.52 1G31 20.94 SDMH-6 CB-29 24 89 0.00303 16.31 16.04 21.34 10:1 ~,.OPE
Sading Notes CB-25 CB-26 18 31 0.00548 17.59 17.42 20.84 i. Where a neat oppeaonce is desired, omit sericea. DENIER'S PLAN tERDF1CAT1lMt
2. Use common Bermuda only on isolated sites where it cannot become a pest. Bermudagrass may be CB-26 CB-29 18 124 0.01131 17.42 16.04 20.84 replaced with 5 ib/acre centipedegross. SDMH-13 CB-24 30 128 0.00297 16.04 15.66 21.63 I HEREBY CERDFf iHAT THIS PLAN HA5 BEEN P(~PARED IN ACCORDANCE WNH THE LATEST NEW HANOVER ~E PRECAST CONCRETE BOX ,~:;;,~..y::£q¢e•:a,,fti; Sl. OR EOWVALEN7 I'tit r'':J'^`?; ~~^~;~zi', 6° EXIETVDED BASE
CB-21 CB-22 18 31 ,00516 17.58 17.42 20.83 0 ~ Y.,.S '..j.~., COUNTY ORDINANCES AND STORIdWAEtR DESIGN MANUAL ~ °r-~
Seed~g dates CB-22 CB-24 18 286 0.00231 12.22 11,56 0.83 Apr. 1 -July 15 CB-23 CB-24 18 31 0.00774 17.46 1.7.22 20.71 WP SIGNATURE JP 6° THICK
dments - I lime and fertilaer accard'mg to soil tests, or apply 3,000 Ib/acre ground CB-24 OUTFACE 36 45 0.00133 11.56 11,50 20.71 Soli amen App y EXTENDED BASE ROUT PR6tlT NA1~ TITLE:
agricultural limestone and 500 Ib/acre iD-10-14 fertilizer. DATE
Mulch -Appiy 4,000 Ib/acre groin straw ar equivalent cover of another suitable mulch. Anchor by tacking with asphalt, roving, ar netting or by crimping with a mulch atcooding tool. A disk with blades set nearly REGISiRATH1N NUMBER• NOtE: Ail OUD.EIS SHALL BE PROTECTED 8Y TRASH SCREENS. 1HE TOP OF THE RISER SHALL HAVE A TRASH RACK MADE OF
straight can be used as a mulch oncoring too?. PIPE SYSTEM -BYPASS PIPE NUMBER 5 REBRRS WELDED TO ANNE FRAME FRAME SHALL BE ATTACHED TO RISER SO AS TO BE REMOVABLE FOR MNNtENANCE
Maintenance - Refertilize the following Apr. with 50 Ib/oexe nitrogen. Repeat as growth requires. May be GRATE ELEV. mowed only once a year. Where a neat appearance is desired, omit sericea and mow as often ps need. FRDM TO SIZECIN) LENGTH(FT) SLOPE(FT/FT) U.S. INVERT CEL) D.S. INVERT CEL) (@ EDP) FINISHED GRADE OWNER'S CERDFICADON
UPSTREAM DI-22 15 16 0.16063 20,40 17.83 - OUTLET STRUCTURE DETAIL
DI-22 OUTFACE 15 336 0.00232 17,83 17A5 20A5 1 (WE) HEREBY CERTIFY THAT i (WE) AM (ARE)1HE CURRENT OWNER OF THE PROPERTY AND THAT UPON NOT TO SCALE RECEIPT Of iUJiHORQATKIN-ID-C~11N1CT" ANY CLEARMG, GRADING, CONSTRUCDON OR DEVELOPMENT,
MANHOLE CONSTRUCTION o WILL BE PERFORMED IN /CCORDANCE WRH THIS PLAN AND 1HAT 1HE APPLICABLE ORDINANCES AND RULES ~
SIMILAR TO STANDARD MANHOLE a NEW HANOVER C~1NIY, THE STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT ANO RS DATE: AGENCES WHICH ARE HEREBY MADE PARE OF THIS PLAN. AS THE OWNER, I (WE) ACCEPT Fuu DETAIL SHEET 4-3-08
~ RESPONSIB8ITY Fit THE CONSTRUCTION AND OPETTAt10N AND MAINTENANCE OF THE PROPOSED FACILTOES. I z {WE) WILL NOT ATTEMPT TO TRANFER OF THIS RESPONSiT#LNY WlTrauT THE WRITTEN AUTHOPoU4TION OF C 0 R A ~ R D G E SALE:
,3 ~ 2170' 40, 18,70' a ~ 7160 CAROLINA BEACH ROAD N.T.S.
15' 32 3 27.86 40 30, , 30.47 17,6 NEW OR EXIST. CULVERT F ~~AiuRF' FEDERAL POINT TOWNSHIP NEW HANOVER NORTH CAROLINA DRAWN:
PTBNf NAME TfiLE JCB
0 O 0000 ~ 5' DIA O O 0 0 I r D 0 0o T DD ~ FLOW o0 0 FLOW 0 O r FLOW 0000 r FLOW 0000 40 0000 4~ FLOW 000 ~ NEW OR EXIST. C.I. "A ~ MALPASS ENGINEERING, P.C. CHECKED: =XIST. C.I. I 1134 SHIPYARD BOULEVARD JBM
0000 15 O O 30,47 Q000 0 0 ~ 0000 30 SEWER- V. VARIES D D ~ DODO ~ -I- SPILLWAY O O V. VARIES N TYILMINGTON, NORTH CAROLINA 28412 PROJECT Np; 6 REVLSED TO ADJUST WOflOE SQE FOR EACH PLO. D-15-08
ELEVATION = 18.18 1.5' THICK Phone [phone] Q 5 REVISED PER NCDENR TO AOD SEDIIffNf CLEANOUT ELEVAiIONS. 8-26-08 Fex 910-392-52D3 9~
1,5' THICK L5' THICK R P RAP K RIP RAP 1.5' THICK ti~ RIP RAP RIP RAP RIP RAP 4 RENSED TO ADD SHBt ELEVATION FOR PO'6) 1-10 A 1-20. 8-25-OS
NOTES PLACE ONE LAYER OF FILTER NOTE. PLACE ONE LAYER OF FILTER~`>• NOTES PLACE ONE LAYER OF FILTER NOTES PLACE ONE LAYER OF FILTER FABRIC UNDER RIP RAP FABRIC UNDER RIP RAP NOTES PLACE ONE LAYER OF FILTER 3000 PSI CONC. . 3 RENSED TO ADJUST IYPERYIOUS AiffA CHART FOR POND i2 B-6-06 q ` z REVxED ro ao,Ilur PanD 1-2o DEDUL. s-1s-o6 Oxnner: 2C o PL pROSUItiR~'i'IEAS II, LLC sHEEr N0: 1
a. - i- , FABRIC UNDER RIP RAP F RIC UNDER RIP RAP FOOTING ' ~ ~ ° ~ ~ ~ FABRIC UNDER RIP RAP AB - .y.. .j: ffl i. REVISED PER NEW HANOVER COUNTY COYMENIS TO ADD ORATE 6.EYATBDNS TO PO'E StSTEM CHARTS. 5-&-Ofi CAROLINA BEACH, NC 28428
u. - - - onnln Jl7 A P(1NI1 ~~R _ PHONE: [phone] ~1 !l
rums fl-zu POND 1-70 EMERGENCY SPILLWAY 3 I al-M1Rl I REV NO. DESCWPTIDN DATE - ! I 1 OF. U
EMERGENCY SPILLWAY EMERGENCY SPILLWAY EMERGENCY SPILLWAY EMERGENCY SPILLWAY OUTLET PROTECTION INTERFERENCE MANHOLE REVISIONS /J J ;E MANHOLE
OUTLET PROTECTION OUTLET PROTECTION OUTLET PROTECTION OUTLET PROTECTION NOT TO SCALE N*s
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
K.\AUtoCAD\2005\94\coraLridge(5-15-08).dwg