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Home My WebLink AboutSW8060553_APPROVED PLANS_20130129STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 O�9 0 5 5 3 DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE tid\3 012 � YYYYMMDD DRAINAGE BASIN A AREA = 11.52 AC IMP. AREA = 6.34 AC ' % IMP. = 55.02% - OAK RIDGE Ni 9 `, PROPERTIES \ it if DEED BOOK 4320, PAGE 776 _ V r / Ilk \ �_4,- \1 v f F f r i If IIIIit Ili r/ , I (PORTEP'S POINTS, LLC �'� // TIJRE AMENITY SIT li(,1�\ 1 I MA"OOK 50, PAGE 36 i� ' l / I i 1 1 \ \� n-6 11, Iilll JA ES A. LANIER, R. DRAINAGE BASIN r i I, iit M J AG B DEED BOOK 4369, PAGE 929 i ! AREA = 9.41 AC li i i \\ fill = IMP. AREA = 4.32 AC a 11 ( - - STUB US %IMP. - 45.94% !IIV11 ;0it F¢R FUTURE US -\ i 1 ..�*,..:..: IInI 1 (+i1 l FUTURE ACTIVE I `; ,/ RECREATION SPACE ` DI-zzA v / I ?�4.02' LF r - --__ _'' - - - 1 5" RCP r TOP= 31.40'3+, �,v •' -- 1.0� { INV. OUT= 27.87 "' 3p `__ ----------- 5 I d:8.41kI _ � I .� � � , 1 0Pt[i�a i INV. IN= 7.51' \' of 1- i I / r 1+ R dl I 11 1 \ ' INV. IN= 7.57' \I _ / . "� ,• _ ISO TED I"I\ r' 404 WETLANDS T'- * i ". ® I 1r i 1 INV. IN= 7.68' I r O '�,: WE NDS II �. j \ t ! PREVIOUSLY " INV. OUT= 7.39' -\Ln+�O ' PRE 0USLY 1� r' r FILLED , PoRTBB$�DIM& LfC I HERBERT E. PARHAM . --- - -- --- �� a ki l�lq FILL D Ma s{ P.G.se� p , i MAP BOOK 44, PAGE 147 i' - _ n '�'. O� L I l V 16R SPACE A 1, it I ' A I C� �_� PASSIV PEN SPdCE DEED BOOK 4621, PAGE 568 -•,t y' ' ' 3 Q J 5 CB-19A / s L I /J 10 -"� 12 13 .3Y 14 O fi' 1 OPO)SE jl#ROO INLET ® 7 __�' - „f -- IN DOTS LJIDETAIL TRACT B O To = 28.31' , ''-, -- _ $ too &0.15 i Ct INV. IN 25.23'�- I t IV c v i 4 - c CB- 38 �. 3 t - INV. IN 24-99 I L ' ' PRIVATE / a4 I CB-20 CB-148 \ , C h5B c TOP= 29 42' B-126 \ I , k t' (S I 27.56' ALLEY 4� -18A. 25.16' lzj I TOP= .19' T P= 29.18 \; , TO = 29.34'/ � INV. IN= 2 .81' TOP= 28.91' •;,:,' ,' �I. ' ��y) ' �.fi•66' CB-18A 31.6T LF �` �-' IN OUT= 2637 kk ' TO = 27.58' INV. OU = 25.49_ INV. IN- 26.72' OUT= INV. 011.L= 2fi.20' -�-- ------- _ -INV.- = 24.44 ®2 . 9.39• \ ""INV. = 24:47-- �I 1 1 - !8" RCP- - i l _ 28.76' LF ®0.88% - 30' BRAYS .:.DRIVE \ 29.44' LF 8.64' LF fff _N39'41'32"E \ / \ _ 15"" Rcp r l 3A .3-3_s - / 30" _� -�- ®0.17% �- 29.78' LF 01.617 .I tt 1.56% 3 .64, / 189.83' LF 18" RCP, 0 0.85% 18" R P 1 I t t �. ' ;------- ------ - ---"` •p5� B-1 A - _TOP= 28.8T •_ t I i I I i I I TOP 627.92' t. ? - \I INV. IN 25.74 h' I'll " �' I 1 .� r,• CB-77A 1 �/ O• 29.36' ` I 1 2.4 TOP= 27.53' (r NV IN= 23.00 B tW 00 T)7 1 INV OUT= 22.96' 5f, P.c. 3 ' 81, RC 9:6i' LF ` I i�/ 18 ! INV. IN= 23.17' / \ \ / 28 HERBERT E. PARHAM I - ` O /`v°i --INV: �k1T- �3.93• , \ vE OPEN ,\Ay v , cCB-98 0 75 78" RCP MAP BOOK 44, PAGE 147 I / S \ _ 28,Zy' IN 1. IN- 24.89' \ I ®0.81% I Ili I I ll y DEED BOOK 3991, PAGE 194 , ,I `1 19 =oT - ` j CB-1 7B INV. =25. 4' 1t - r OUT= 21.90' ,; I I I �✓ ; - TOP= 28.72' ro _ i 'tt Q,Q \ G,�� OP 1527.99' ?@' i INV. OUT= 25.8T I o TOP 1028.85 1 � ` a� y'� Se • / w I INV. IN= 25.24`' 1 V. IN= 22.2,3 ® I I I I i 1(i 1 ill 2G\ \ I v. our= 2I27'V. oir= z5.t1' ibIA LF (1 1 R C . �io. TOP= 28.52' i I 1 ,' p I IN= 22.79' - •o �' I MU I I -�qb INV. o = 22.70' ` `� A I /I liij I� POR1•ds'S POINT& LLC .\ \\ tt \ , i y ,21 ..` _ �/ Z6 , t M. 50 P.G. 36` \ , I �(•�- \ CB-14A / 2Rs619 PASSIVE OPEN SPACE ' \ ;\ 1 ' \ ,r d9 Ii N = \\ t `�\ TOP= 27.9T 25 \ r6 'Pp 9p,1 't I +- I 1 t " - • 51 11 _ � INV. IN= 22.1 A ��`RNV. OUT= 22.0' 3,C, j HER13ERT E. PARHAM \ ( CB-5A � \ � � �t ti� �s r' i� I MAP BOOK 44, 'PAGE 147 \\ TOP= 6.03' t, `� \ \~�\` �� `�,`3 �,+ � �- ' AD-88 i --'" 1 I r G �' it l i rl ID )III DEED BOOK 4621, tPAGE 588 A �` A CB-6B t i 1 I,'a II v IN OUT= 25.2 \ v TOP= 27.38 , O )p •y III 1 / I di I I - - 1 \ `, 24 , TOP= 27.12' \ 's AD-11A NV. OUT= 23.56' III U / s INV. ( 21.82' " ® A. 52 \ �. 5'- TOP= 2$.67' \� I 6 ; JN1L-1N= 19.69' 1r 3r II i 1 ' I t !.� ` INV. IN= 20. 8' / ` I l � 8@y6, o INV. OUT= 19.76' 4 r II INV. IN= 20.9>� Illt 1 lN1(. OUT= 20.92 \ m ' `'af ;� - , r r i !7 I I / I • I I I I i T I O �_,LF - ---- - t, N r 11?I1 ^� 1 Q r = 27.97' \ ,ual INV. T= 23.31 6I l tt t d � Se ��///... ` o / � r111 ��1 l .a . IN-; 24.71' `v .pp ` - �1s CB-48 e t gr r Ii .I li �! Il , V. OUT= 24.98' A AD-1 A -' - q I I ,1 t� 1 t o ` 'TOP= 26.33 °1 � �54 TOP= 27 INV. IN= 22.28' 29 34 ,' ' II I..d' �\ INV. IN= 2 .34' J 6Q V. IN= 18.59' INV. OUT= 2 .25' np' IN OUT= 18.83' / v)RS, I, �R .•i III`I t ,}; 1 i� l i i ! CB-38 B-58 /,, 1 1 r1 I I //\\ . 27 TOP,= 26.32 ;r <J•C�•t, yCB-7�`- -- 56 = 58 INV.01�= 17.98' / y /"�r� `+�. r e O a 'h INV) OUT= 22.80' 1 I II I <n- 25.8 57 INV. I 19_m l ��_ '-17 `F3' TOP= 27.05' 73 INV`tN= 1 .48' INV. 0 T= 18.11' t 2s i , °r r 1 NV. IN= 24.10' INV. O11S= 19.31 y6' �o• �^ f' I IliI; _ S 0 NV. OUT= 24.06' �`S•@ `� B-8A v CB-9A r ,' 3� _ I CPNNON I'IfE r CB-2 A '2� I <F ` TOP= 26.81' TOP= 27.70' , i / t +., ®OS �a 03, INV. IN= 20.0T INV. IN= 23.36 I - a •%' IN . IN= 22.85' / 2� 2g6)• INV. OUT= 19.8T INV.t [ V. IN= 18.30'/ r �' 105:74' 17 -- (ITV. OUT= i •/ ,r �% // r �m�N. r� ij•�i (rl-' f fj -� '�;'IiiI I,I ��'. V. OUT= 18.2i0 F ,6• - \ °@9 ! ; f..i•I,I1 \�`�\ , j , � , e �' 1 V& /.2 ' /�'irb �31111 I I o ��-..__ ' .-- ;;:;:I,,I ,..> . ,� 45 i �7 f ,-. ..�:: � _ , e LF• - XOP- 25.95'� - .^ w I I -_ l O - K 28.87 .,._-�� ._ - ..66%/.rtim ,. 7 \1. I t 1 ..;.,DRAINAGE\� O / ,4 __ '-_� '��.. , .j, �-�-_ - t3` Z NY. IN= 19.93 ; ro , :pl ' I ; 1 a _7f in a EASEMFNT�,�� ` 46.11 LF ;.•/ - ,- _' -6A �•:.. E ,F' 0 RCP rn. '$9 37 1 , ..y,,.' , ` u7 `?6.. I �I;�rlln �.�:;.\`:.\ , ;'/ ,i�5 - �3? \� R 0 4.78%' '� V. OU = 19.85' i I" n 48" RCP ,; � ii ,yTDR=`258fi•;�. � 9 � 1 T i I . , � - _. 19.0 I/ `�:,11" BVV IN ` 0 t - - gyp, '( Z - T �.\ t, INFILTRATION \�\��, •-'/ / IfJV. OS1Zs:18.59' 't �r ,.,.. `_� �. gvCj`�= ;'• "� '� I j l } I!I 1 JB-t A..�s� t ` `� 38 �� BASIN "A" - ��: '-\ , , 9n 0 ..Y,�=_--� • - -_'� 1 + \ .t - 26.00' I 34_ �! I,) XSEE SHT SW-2) _ ,. ; CB-10A i �- _,, Irtfi.'I1 , �,-;!' WEIR = 24.00' "�� i `t % TO = 27.69' 39 DI-2B ..'® '�" / ��=1uli �,`t � INV. = 19L61 d .. 23. l,l1� t�U ES-tA i; ' ;�- i i INV. IN = 18.05' :. :`. '' , TOP 25.73',. ;�; �,I ql -Al _ _ t .. --` INV. 0 T- 24.74' ,; qI 48" RCP / i, ,: / • ' � Q INV OUT = 18 O5' � Q`Q WEIR-24:�' %� / �j;i u't�i\' - �� C\' i \\ f I I r9 I -_d U, 1 1111 p ' ;�: ' INV. OUT = 19.31' \ -`' _INV NV.- 3 In1Ik':J14II IE = 18.00' 'q, `!y >? I i O INV. W- 1 971>3� ih I` 2042''� �' INFILTRATIONjIIII i IIII .` 5.7T LF S - r, O DI-188 INV. JN- i .13 j !%'' BASIN B Illnil .,I i l l I .� /�'' ; 24" RCP _ ' It S INV' OUT= 18. T g0' LF I,rl I \ i, I I1t v /; i/,, �. 1 tp;,q TOP 26.33' / :i?3` (SEE SHT SW ,9, )Ur '� Illl fill, , l 1 I j 111I 0 1.52% 3 POBSR'S PO/NM LLC ® v. INV. IN 79.08' / INV. OUT= 20 3', / p pl r _` I i 36" RCP --- ,•�4-, I tt1,I L�``_ �,i ;i i / ES-2A 1 M.B. EO OPEN 36 .p �� - / ®0.30% IIIIiII ``'` __ ♦ II 1 1 I Ir PASSIVE OPEN SPACE BS pq 74.2 LF INV. OUT 19.02' i / % II pt�' 24" RCP l +' 15" 8.08' LF 135. LF / FES-18 lit I 19.0T 3 DI-22 / `��p. ,2 /ice 36" RCP - .��.` I v ilk i 1 TOP= 24.10 15" RCP 0 0.54'i j%� !DRAINAGE INV ]8.43(P -a -IIi I'\ I I { h1 �,...-j _ Ir' y- '!_\➢OAC 9$EA_=%'•�` dNV. OUT= 21.26' .. PASSIVE OPEN SPACEEASEMENT ��....•�..,,�;,, "'7'17_sll'^F�ail dill I z __-- - - O S� __ t - • -._ -. rl r. _I----------..T , '�`� �. •-COYI(o1rdRE4 w� a - W \ rq 1 IL r O O to LOT 7 O / Y$ TOP= 24.09' DI-20B INV. IN= 20.78' TOP= 25.04' INV. OUT= 20.66' INV. IN= 20.42' 1 INV. OUT= 20.24' KIRKLAND I ESTATES MAP BOOK 33, PAGE 200 LOT 8 DI 198 TOP= 25.97' INV. IN= T�.83, INV. OUT=81, VICTOR K. ORLIKOWSKI M.B. 28, PG. 22 D.B. 1398. PG. 303 I t I \ KRYSTYNA U. l " ORLIKOWSKI i,^I If I fit D.B. 2823, PC. 38 'llr / 11ff I M t Itll l i t I l I t 1 III i 1 GENERAL STORMWATER NOTES: 1. LANDPLAN, TOPOGRAPHIC, AND WETLAND WAS TAKEN FROM ORIGINALLY APPROVED STORMWATER PLANS BY STEWART ENGINEERING. 2. STORMDRAIN INFORMATION REFLECTS AS -BUILT SURVEY BY CAPE FEAR ENGINEERING, INC. ON JANUARY 17, 2011 AND JANUARY 26, 2011. 3. DRAINAGE AREAS HAVE BEEN MODIFIED BASED ON AS -BUILT STORMDRAIN AND ASBUILT ROADWAY CENTERLINE ELEVATIONS BY CAPE FEAR ENGINEERING, INC. 4. ALL RECREATION AND OPEN SPACE AND COMMON AREAS TO BE DEDICATED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 5. BRAYS DRIVE, SHACKLEFORD DRIVE AND FROGMORE LANE ARE PUBLIC ROADS AND WILL BE CONSTRUCTED IN ACCORDANCE WITH N.C. DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS. HUGHES CIRCLE AND THE ALLEYS SHOWN WILL BE PRIVATE. 6. ALL STORMWATER BMPS ARE LOCATED IN EITHER DEDICATED DRAINAGE EASEMENTS OR COMMON AREAS. A MINIMUM 10-FT WIDE CLEAR AREA SHALL BE PROVIDED AROUND ALL BMPS FOR ACCESS AND MAINTENANCE. 7. ALL STORMWATER INFRASTRUCTURE, INCLUDING BUT NOT LIMITED TO STORMDRAIN INLETS, COLLECTION PIPING, COLLECTION SWALES, INFILTRATION BASINS, LEVEL SPREADERS, AND VEGETATED FILTERS ARE TO BE MAINTAINED BY THE OWNER. MAINTENANCE SHALL BE PERFORMED IN ACCORDANCE WITH BOTH NEW HANOVER COUNTYS AND NCDENR'S APPROVED 0&M AGREEMENTS. SITE DATA TABLE DRAINAGE AREAS: BASIN A DRAINAGE AREA = 501,657 SF (11.52 AC) BASIN 8 DRAINAGE AREA = 409,991 SF (9.41 AQ TOTAL DRAINAGE AREA = 911,648 SF (20.93 AC) IMPERVIOUS AREAS: BASIN A BASIN B LOTS 122,458 SF (2.81 AC) 116,398 SF (2.67 AC) STREETS 74,499 SF (1.71 AC) 58,534 SF (1.34 AC) SIDEWALKS 14,306 SF (0.33 AC) 7,369 SF (0.17 AC) AMENITY CENTER 22,730 SF (0.52 AC) 0 SF (0 AC) FUTURE (RESERVE) 10,000 SF (0.23 AC) 10,000 SF (0.23 AC) A 0 SF AQ C) 0 SF EXISTING TOTALS (0 - (0 243,993 SF (5.60 AC) 192,301 SF (4.41 AC) LOT IMPERVIOUS (BUA): IMPERVOUS 1-15 4,015 SF 16R 5,000 SF 18-28 4,015 SF 30R 5,000 SF 31-61 4,015 SF DISTURBED AREA: THE TOTAL DISTURBED AREA IS 17.86 ACRES. THIS VALUE WAS TAKEN FROM SEDIMENT BASIN CALCULATIONS BY STEWART ENGINEERING DATED 9/11/06. ALL OF THE PROPOSED MODIFICATIONS ARE WITHIN THE ORIGINALLY APPROVED LIMITS OF DISTURBANCE. DESIGNER'S PLAN CERTIFICATION: "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL AND DIRECTION BY COUNTY STAFF." SIGNATURE: - _- ____-_-____ PRINTED NAME AND TITLE: DATE: --------- -------- REGISTRATION NUMBER: _--____--___ PROPERTY OWNER CERTIFICATION: .1 (WE) HEREBY CERTIFY THAT I(WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT OF "AUTHORIZATION -TO -CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF THIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. I (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY." SIGNATURE: PRINTED NAME AND TITLE:--__-_�__- DATE: --- ------ ------- ,• • ,• 120 Q PORTERS NECK RD. SITEy 0 ? 0 4 0 K a FgSTk.� J LOCATION MAP Ro N.T.S. •,in '1 �H:~71 , Aiiiltti,ll'If Y _. �(p/I(o/ao11 Ct h � C ISSUED TO NCDENR STORMWATER 5/19/11 FOR REVIEW MTH B REVISED PER NHCO STORMWATER 4/21 11 COMMENTS MTH A ISSUED TO NHCO STORMWATER 4/8/11 FOR REVIEW MTH R� ' DESCRIPTION D Y CAPE FEAR Engineering, Inc. 151 Poole lid Sulfa 100 BeMfle, NC2W TEL (910) 383-1044 FAX (910) 383-1046 w xapefearerlgmeenng.cam NC LICENSE III C-1621 DRANK : M. HALEY PROJECT 750-05 DESIGN4 M. HALEY NUMBER CHECK : P. DAMS SCALE : 1'=60, APPROVED: P. DAMS DATE : 04/11/2011 PORTERS' POINTE SUBDIVISION NEW HANOVER COUNTY NORTH CAROLINA MODIFIED STORMWATER MANAGEMENT PLAN PROECT NUMBER 750-05 SHEET NUMBER SW-1 , • / \ I � COMMON AREA`.\ I I /—,� `♦ •\ \ / Lam,// �� r � / / _ Ate.. v \ ♦ \ ♦ A ; i / 1 I I 1 I 11 �� ♦ ♦�♦ �' 1 Ill♦ ♦ .v 1'I it CJd 45 — _i 1 it j I j I 1 � `� �� ♦ �� \ �� ♦.� `� i / ' i / � 7\ V �� V A A \V A♦♦ ♦ ♦ ♦ ♦ ♦ /' ' / / ul DRAINAG--------------- EASEMENT - It INFILTRATION BASIN "A" ' BOTTOM ELEV. 18.0 t � m♦ 11111 II 11 }14j\1 I_ 1 II JB _1Ait It I \1 / • till I I I/ 1 I 1 / C��'/ t.'k � it 11 111 II 'f /',' • ' /' k I 1 i i lill I ' /' /' /' / A` �` 1.5—FT LEVEL SPREADER AND VEGETATED FILTER (SEE DETAIL THIS SHEET) .` 1 20---- �CNIMON AREA`-__— --25 35—FT EMERGENCY ---------- 33�__ �__ � 2SPILLWAY AT --------22--- -- i ELEV = 24.0' _--- --------------- �0— I • 1 OTM, 1. PUMP WILL BE PROVIDED FOR MAINTENANCE AND EMERGENCY DRAINAGE. Z RIP -RAP SHALL BE PROVIDED WHERE SLOPES EXCEED &1 AND ARE UNSTABLE 100-YR STORM MAX ELEV: 24.30' 2 1F4 4" CLEAN SAND (MIN) 2 10' MAINTENANCE ACCESS OP 25.0' MSL EMEI INFILTRATION BASIN A SECTION NOT TO SCALE 1' MIN. DEPTH BASIN A SPILLWAY SECTION NOT TO SCALE %�►1 OUTLET PIPE ` / 1 � 1 RIP RAP LINED CHANNEL 6' MIN. WIDTH FLOW AISE RIM TO ELEV. 28.00' SE TOP OF WEIR a23.75�"EXISTING O ELEV: 24.50' STALL 2-FT WADE NCY SPILLWAY: ELEVATION 24.0' EIR NOTCH AT E ' 24.00'3EXISTING WEIR: 21.38' 24" RCPINV:19.31' SECTION B—B OUOUT UP TO INVERT A INSTALL 2-FT WIDE WEIR NOTCH AT EL- 24.00' B B RAISE RIM TO ELEV: 26.00' tA`�B pF, (Nq" RCP V 19.3 7 1 EXISTINGAISE TOP OF WOR EXISTING /�j yA PLAN VIEW JUNCTION BOX 1 A NOT TO SCALE 50' MIN. VEGETATED FILTER TOP ELEVATION BASIN A: 19.00' BASIN B: 20.00' g3'M " LAYER OF INSTALL SHADE 57 STONE / TOLERANT SOD /./... ............ IN. 3' WADE FILTER FABRIC 8"X8" TREATED TIMBER ANCHOR AS NEEDED TO STABILIZE - 1" THREADED ROD EACH END AND 5' OC VEGETATED FILTER & LEVEL SPREADER SECTION NOT TO SCALE 38 ' COMMON AR A____, //' -------- \`` —` 10—FT LEVEL SPREADER // / /;/',' - - i 111� f ;` I £ —28 I AND VEGETATED FILTER, /�; ',''!,--, I ; ; I ; (SEE DETAIL\kilt THIS SHEET)\ 10 �Ilusrurlgrwrnrrmrlgrinrnrrnr \\ I 1 011 it 1 1 1 11 \ \ \y\ I \ I 1 Ile / I 24.0 /. DRAINAGE Tit 111 11 I II r �iruuwrmrmrmrni■ni.ni.nrr�unu�w uir EASEMENT a r6 11111 ----- < 1 // ' i�• / INFILTRATION BASIN "B" i I li i `• �\`- _ ` -a-------------- \ \ \I \ 1 i �/ BOTTOM ELEV. 18.0' \ _--24-----------------I i 'I ^pxi I II 101 ----_ `.. _______ _--- ------ -' 91----------- -- — _ -- --_--- _�� — _ _ -- ---_-- -_--_ --_-, II 11 ( II II i I 1 '-� _'_— `----------- _________________ ___ '!- -- — —--_------__—_-- ---_ --_ _-- ------_ — _----_--__ ---- 1 1 — — — — ._ — —______________________._—________—''' / ----_ _--________� —--- _----'------------------------------ — — — — — — — — — — — — `_--- / ~r_ ' — — i' i / ------------------------ - - - ------------- -- - --- ------------------------------ - ----- , ' - - - - - - - - - -------------------------- y-------------------------------- - - - - - - - - - _ --- - - ----------------------------- - - - ------ ----_ __-------------- -------------- - ----- -------------------------' — - - -- --_-- -- I I I -___---_-__-.-________________________ ---- ______�..ML?N...AR�A_____ - % - ------ - CC)MMON itREfc------------------------- ------ , - 25—FT EMERGEN \ SPILLWAY AT ELEV = 24.0' 20 0 20 40 1 INCH = 20 FEET 100—YR STORM MAX ELEV:24.12' (2)24" RCP INV:18.07&18.05' 2'X3' GRA SECTION A —A INSTALL 4" CONCRETE AT ELEV: 24.00' 18" RCP IN V: 20.63' SECTION VIEW PLAN VIEW DROP INLET 28 NOT TO SCALE 10' MAINTENANCE ACCESS OP25.0' MSL RIP —RAP UIRED)E 4" CLEAN SAND (MIN.) 2—FTR<� — —MIN. S HWT EL = 16.0' MSL INFILTRATION BASIN B SECTION NOT TO SCALE 1. PUMP WILL BE PROVIDED FOR MAINTENANCE AND EMERGENCY DRAINAGE. 2. RIP -RAP SHALL 13E PROVIDED WHERE SLOPES EXCEED 3:1 AND ARE UNSTABLE BASIN B SPILLWAY SECTION NOT TO SCALE D REVISED PER NCDENR STORMWATER COMMENTS 5/1*/1 MTH C ISSUED TO NCDENR STORMWATER FOR REVIEW 5 19 11 MTH B REVISED PER NHCO STORMWATER COMMENTS 4 21 11 MTH A ISSUED TO NHCO STORMWATER FOR REVIEW 4/8 11 MTH REV. DESCRIPTION Y RA E r '1 CAPE FEAR Engineering, Inc. 151 Poole Rd, SuAb lo0 Belkoft NC 23151 TEL (910) 381d044 FAX (910) 383-1" www.c9psfewwVfneerJng.com NC LICENSE f C-1621 PORTERS' POINTE SUBDIVISION NEW HANOVER COUNTY NORTH CAROLINA MODIFIED STORMWATER MANAGEMENT PLAN NUMBER SHEET NUMBER 750-05 SW-2 TABLE OF DIMENSIONS AND CALCULATIONS SITE AREA= 1.01 AC SITE ZONING = PD PARCEL ID R03700-004-294-000 BUILDING DIMENSIONS BUILDING WIDTH= 40' BUILDING LENGTH= 38' BUILDING AREA= 1247 SF BUILDING HEIGHT= 25' IMPERVIOUS CALCULATIONS BUILDING AREA= 1247 SF PARKING LOT/ DRIVEWAY AREA= 4984 SF SIDEWALK AREA= 1128 SF RESERVE= 11442 SF 15,', TOTAL IMPERVIOUS- 22730 S� TRACT AREA= 44051 SF PERCENT IMPERVIOUS= 51.6% LIMITS OF DISTURBANCE= 0.54 AC SETBACK CALCULATIONS TO BUILDING/POOL DECK FRONT (SE) SETBACK= NA (86.9' PROVIDED) REAR (NW) SETBACK= 20' PD PERIMETER (52.5' PROVIDED) SIDE (SW) SETBACK= NA (14.0' PROVIDED) SIDE (NE) SETBACK= 20' PD PERIMETER (92.9' PROVIDED) PARKING CALCULATIONS 1 SPACE PER 100 SF OF OCCUPIED FLOOR SPACE BATHROOM AND COVERED PATIO = 768 SF=> 8 SPACES (8N`6�9�11DED, INCLUDING 1 VAN ACCESSIBLE) 1. NO TREES REMOVAL IS PROPOSED 2. THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "X" AS SHOWN IN FIRM PANEL # 3260 J, MAP # 3720326000J, EFFECTIVE DATE APRIL 3, 2006. GN ♦•-•-•♦ = PROPERTY LINE �-� = REVIEW LINE - - = DISTURBANCE LIMITS x - = TREE PROTECTION AND SILT FENCE = EXISTING CONTOURS = EXISTING TREE CANOPY LINE EXISTING SPOT EL 32.76 = PROPOSED SPOT EL -► = PROPOSED SPOT EL EXISTING STORM DRAIN < < < \. = PROPOSED 5:1 SWALE \ \ \ EXISTING WATER EXISTING GRAVITY SEWER = OLEANDER = WINTERGREEN BOXWOOD r 4 = VIBURNUM ODORITISUM 0 = CARISSA HOLLY CLEYERA SURVEY NOTES: 1. PROJECT BOUNDARY PER MAP BOOK 50 PAGE 36. 2, REVIEW BOUNDARY ESTABLISHED BY STROUD ENGINEERING, P.A. AND BASED ON POOL SITE PLAN BY OTHERS. 3. TOPOGRAPHIC CONTOURS AND 404 WETLAND LINE PER THE APPROVED NCDENR STORMWATER PLAN BY CAPE FEAR ENGINEERING DATED 5/18/2011. 4. VERTICAL DATA BASED ON APPROVED NCDENR STORMWATER PLAN ELEVATIONS OF ADJACENT DRAINAGE STRUCTURES. PROJECT NO.: PW-989 DRAWING NO.: W:/MASTER/PW-989/DGN/DLM.DGN TREE CANOPY I I I 1 NOW OR FORMERLY OAK RIDGE PROPERTIES DEED BOOK 5087 PAGE 2976 N39.49'40'E RSTTTEEIRCE EbN / FENCE / f NOTE- TD `A . \ \\ R 14 NggFF FROM M�ppjjTHLLECLLONppYSTO r x= x x x x -ter x 33.60 33.60 -� 33.60 x t4029 SF POOL DECK 33.65 34.00 34.00 34.00 ! 5 11045F /! 1 x! POOL 34.00 34.00 34.00 / ! =�}� xx33.65 x / e • x x33.85 �/ x33.88 �- x33.85 COVERED 1 /\ PATIO FIFE = 34.00' x 1 1 7445E I U .1 !�\ x: 290 SF 1 BEEZE-1 243 SF STORAGE& I WAY RESTROOMS EQVIPMENT 45 5F ACTIVE RECREATION SPACE 33,98�QN H PORTER'S POINTE', LLC 1 f\ MAP BOOK 50 PAGE 36 \ e O O O fj 4 S 33.81 33.37 f \�1 33.06 � X 32.5_ Sp��pp {�E� k� PROTETC ION x �gPI EOTxTRAP'I FENCE 1 44'W 100 8� TOP 31.2' 52B.50 INV.27.27 ------------------- - - -- - - 33.65J x x 33.65 x x x EX VARIABLE WIDTH PRIVATE ALLEYWAY 404 WETLAND -' LINE ISOLATED WETLANDS NOW OR FORMERLY OAK RIDGE PROPERTIES DEED BOOK 5087 PAGE 2976 404 --- ------------------ - - - - -- -WETLAND \:1 LINE O s-� ^ + dry x / 3.4 V 33 `_ _ d r� F\\.20 ENTRANUETION` I � � I 1 1 I I I I I I I I PORTER'S POINTE PORTER'S POINTE PORTER'S POINTE MAP BOOK 51 PAGE 136 MAP BOOK 51 PAGE 136 MAP BOOK 51 PAGE 136 I i 1 I I 1 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I I 1 I I I I I ki F�� E FCTECT N 55pz EDTxTRAP 2 bC DI TOP 31.24 INV. 27.59' 0 N NOW OR FORMERLY JAMES A. LANIER. JR. DEED BOOK 4369 PAGE 929 SNOOLLTE• ggFF FROM LLLL gg�� pp� EECC TORTH �COLLECTIONMSYSTET ILINEIBEARING DISTANCE L1 S10'43'03 E 14. L2 539.41 32 W 142.68 L3 S82.0109 W 41. t PR Py� NN44 R0V CTIONET TEMPORARY BENCHMARK T EXISTING IRON ROD EX VARIABLE WIDTH PRIVATE ALLEYWAY SEE SURVEY NOTE V4 I --------------------------------------- 1 TBM=32.24' i I � 1 I � I � I I TO BASIN •A" 7 PER SW8 060553 I 1 I 1 I 1 PORTER'S POINTE FROGMORE LANE MAP BOOK 51 PAGE 136 (EXISTING) 45' PUBLIC R/W I 1 I 1 I 1 I I I � I � I � I � I I 20 0 20 40 GRAPHIC SCALE: 1" = 20' till AP'/ " r I I1 J L611 C AR., //i. :a SEAL 35677 = i O FyC NS: APPROVED NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DIVISION OF'vVATER QUALITY � rHs DA-t A NP+S �C,E-r� �EFi.Ec.-tE� iAC `%-a `/x03 Y-�-amk,T) SHEET INDEX SHEET 1.••.•....."""•••••........"""•"•.... SITE PLAN SHEET 2 • • • • • • • • • • • • GRADING AND STORMWATER PLAN SHEET 3.................."""""•.""""•."•.....• DETAILS R E V 0 Z U W 0 0_ COASTAL PLAIN SITE STABILIZATION SCHEDULE 1. Fertilize and lime per recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer. 2. Incorporate lime/fertilizer 4-6 inches. 3. Roughen steep slopes by tracked machinary. 4. Select species based on season. Refer to tables. 5. Broadcast seeds evenly and cover by raking or dragging a chain. Firm soil by rolling. 6. Apply straw mulch at a rate 1-2 tons per acre. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. 7. Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage. PERMANENT SEEDING TABLE 1 Seeding Dates Recommended Planting Rate (lb/ac) Feb. 15- Sep. 1 - Apr. 1 NOV. 1 Tall Fescue Mixture see table 2 Apr. 1 - Aug. 1 Hybrid Bermudagross see table 2 Apr. 1 - Jul. 15 Common Bermudograss see table 2 Mar. 1 - Jul. 1 Centipedegross see table 2 PERMANENT SEEDING TABLE 20-LOW MAINTENANCE MIXTURES Site Description Recommended Planting Rate (lb/ac) Well to poorly Tall Fescue Mixture 80 drained soils Pensacola Bohiagross 50 Kobe Lespedeza 40 Dry to well Pensacola Bohiogross 50 drained soils Common Bermudagross 30 Kobe Lespedeza 10 German Millet 10 Swoles Common Bermudagross 40-80 PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES Site Description Recommended Planting Rate (lb/ac) Well to poorly Tall Fescue Mixture 200 drained soils Rye Grain 25 Dry to well drained soils Hybrid Bermudagross 50 Well drained sandy loom to Centipedegross 10-20 Bond, lawns. Notes: For seeding outside of recommended dates and/or for temporary stabilization. refer to temporary seeding table. For highly erosive areas or as directed by an engineer, sod shall be provided. TEMPORARY SEEDING TABLE Seeding Dates Recommended Planting Rate (lb/ac) Dec. 1 - Apr. 15 Kobe Lespedezo with Rye Groin 50 120 Apr. 15 - Aug. 15 German Millet 40 Aug. 15 - Dec. 1 Rye Grain 120 SOD INSTALLATION 1. Fertilize and lime per recommendations of soil tests or apply 100 Ib/1,000 sf ground agricultural limestone and 25 lb/1,000 sf fertilizer. In the fall, use 10-10-10. In the spring, use 5-10-10. 2. Incorporate lime/fertilizer 4-6 inches. 3. Rake or harrow to achieve a smooth final grade. 4. Roll to achieve a smooth, firm surface on which to lay the sod. 5. Lightly rake and irrigate top layer of soil just prior to installation. 6. Lay sod in a staggered. brick -like pattern with the longest dimension perpendicular to the slope. Avoid gaps. Use a knife to fit irregular shapes. 7. Roll sod lightly after installation to ensure good sod to soil contact. 8. Irrigate initially to wet soil to a depth of 4". Keep soil moist for 2-3 weeks thereafter or until sod has taken root. EROSION & SEDIMENT CONTROL MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 3. CONSTRUCTION ENTRANCE WILL BE RAKED REGULARLY SO AS TO PREVENT CONSOLIDATION OF THE STONE. THE STONE SHALL ALWAYS BE UNCONSOLIDATED TO ALLOW FREE ROTATION OF TIRES. 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 5. SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT ACCUMALATES TO A HALF FOOT DEEP AND STONE REPLACED WHEN POOL NO LONGER DRAINS PROPERLY. 6. ALL CONSTRUCTION ENTRANCES SHALL BE PERIODICALLY TOP DRESSED WITH 2 ADDITIONAL INCHES OF 44 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT TRACKED INTO STREET WILL IMMEDIATELY BE REMOVED 7. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 15 WORKING DAYS OF OF CEASE OF ANY PHASE OF ACTIVITY. 8. ALL SLOPES SHALL BE STABILIZED WITHIN 21 CALENDAR DAYS OF OF CEASE OF ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, CHANNELS, AND STOCKPILES. 9. ALL SWALES SHALL BE INSPECTED AFTER EACH RUNOFF RAINFALL EVENT FOR EROSION. ERODED AREAS SHALL BE REPAIRED WITH CLAY SOILS AND RESEEDED. SEDIMENT SHALL BE REMOVED AND CONTINUOUS FLOWLINE RESTORED IMMEDIATELY. 7. SEDIMENT BASINS SHALL BE INSPECTED AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO WITHIN 2 FEET OF THE TOP OF THE OUTLET DEVICE OR WHEN STONE NO LONGER FILTERS PROPERLY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKEMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND OTHER DEBRIS FROM RISER AND POOL AREA. CONSTRUCTION SEQUENCE 1. INSTALL INLET PROTECTION, SILT FENCE, SEDIMENT BASINS AND STONE CONSTRUCTION ENTRANCES. 2. CLEAR & GRADE 3. INSTALL UNDERGROUND UTILITIES 4. INSTALL PAVEMENT 5. PROVIDE 100% VEGETATIVE COVER OF ALL DISTURBED SOILS 6. CLEAN SEDIMENT FROM PIPES AFTER STABILIZATION. .1 �•x DA 2 \ 0.37 AC; l T DA 1A 0.50 AC DRAINAGE AREA MAP 1" = 100' r r!� • �. -� jywb••ry 1. �..r.A7�.• '•�'• mow: : .� /I:f%:�I� 1��...� i.•. • �.�i. Temporary sediment pool 1min 2' max Wirescreen I-Dewatering 16" T S� Drop inlet Sediment with grate TYPICAL INLET PROTECTION NITS PROJECT NO.: PW-989 DRAW I NG NO.: W: /MASTER/PW-989/DGN/DLM. DGN STAKE ABOVE TREE PROTECTION NITS 12' B/B ° 0 0 0 ° 0 °°0 9 0 °00o°CD ° 2"-3" COARSE AGGREGATE 0 6" DEPTH ° a ° 50' ° o°° o° 6 0 ° O ° O ° o° 8 o° 0 90 0 0 0°�° 0 ° ntO., EXISTING ROAD CONSTRUCTION ENTRANCE DETAIL NITS 1o' E$ CTIO 'ER MULE LOW WIER TER RhP PLAN VIEW SCHEMATIC SEDIMENT TRAP DETAIL NTS ♦♦ NOTE: PROVIDE (3) BATTENS ACROSS WIDTH OF TRAP USE SILT FENCE DETAIL FOR BATTENS SCS SOILS MAP 1" = 100' EROSION STEEL CONTROL STAKES FABRIC ( FILL WITH 1'-0"� EARTH I I I I I r1 I I I I I I I I I I I I I- -i OTHEERWISEESS NOTED ON PLANS 3' MIN. BURY TYPICAL SILT FENCE NITS NOTE: POSTS TO BE SPACED 6 FT O.C. OR 8 FT O.C. W/ 10 GAUGE 6 X 6 WIRE MESH REINFORCEMENT WOODEN POSTS ARE NOT ACCEPTABLE UTILIZE COIR MESH W/ 10 GAUGE 6 X 6 WIRE MESH REINFORCEMENT FOR BATTENS 18' STALL 2" 1-2 6" CABO SLOPE VARIES SUBGRADE COMPACTED CONCRETE SIDEWALK - TO 95% MODIFIED PROCTOR 4' WIDE (SEE DETAIL) TYPICAL PARKING LOT SECTION NITS 4' WIDTH SLOPE PER FT. 4" 3000 PSI CONCRETE SIDEWALK SECTION NITS "C.O.' SHOWN ON LID - THREADED PLUG 8• AIR GAP FEMALE ADAPTER 04' OR d6• COMBINATION - LIOR EASEMENT LANDSCAPE TIMBER TO MARK CONNECTION 1 F IN CLEAN OUT BOX W/LID PIPE MATERIAL: SCH 40 SOLVENT WELD PVC 1120 ASTM-1785 4' MIN. SHALL BE DEEPER IF SITE CONDITIONS REQUIRE. FOR LESS THAN 4' DEEP SPECIAL PRIOR APPROVAL BY ENGINEER IS REO'O. VARIABLE SLOPE 1 /4 0 PER FT MIN. 18• LG. NIPPLE d GLUED CAP SERVICE CONNECTION & CLEANOUT NOT TO SCALE REDUCED PRESSURE PRINCIPLE ASSEMBLY OUTDOOR HORIZONTAL INSTALLATION NOT To scu CAP W/2" 7AP 3/4" STAINLESS TIE RODS, REINFORCED CONCRETE NUTS, & WASHERS �J, _ _ % COLLAR � PLAN VIEW VALVE BOX W/LID LID MARKED "WATER" REINFORCED CONCRETE VALVE BOX W/LID COLLAR LID MARKED "WATER" 2" SCH 40 THREADED PLUG 2" BRASS NIPPLE 2" SCH 40 FEMALE ADAPTER CAP W/2" TAP 2" SCH 40 PVC MEGALUGS WHEN NEEDED 3/4" STAINLESS TIE RODS, 2" SCH 40 FEMALE ADAPTER NUTS, & WASHERS 6 2" BRASS 90' ell 2" BRASS NIPPLE CONCRETE BLOCK 2" BRASS NIPPLE 2" GATE VALVE WITH 2" OPERATING NUT PROFILE 2" BLOW -OFF NOT TO SCALE PLAN VIEWS Z a 1" LINE of Q SINGLE SERVICE 3 Z W 1" LINE DOUBLE SERVICE McDONALD MODEL C8U2M U-BRANCH W/ STAINLESS STEEL STIFFENERS McDONALD MODEL 6133T OPTIONAL CONNECTION 5/8" X 3/4" METER OR 1" METER iSINGLE METER BOX CORPORATION STOP McDONALD SERVICE STOP MODEL 4701-22 OR EQUIVALENT WITH STAINLESS STEEL STIFFENERS McDONALD MODEL 6133T. (2) 5/B" X 3/4" METERS DOUBLE METER BOX DFW/HP1 MODEL D-1500 COUNTY STANDARD PLASTIC W/ METAL READ LID METER BOX (SEE ABOVE) SERVICE STOP CTS-PE TUBING, SDR 9 EXISTING GRADE PROPERTY LINE ASTM D2737 (SIZE AS SPECIFIED) / \ CORPORATION STOP McDONALD 36" MIN \�\� 1"-3/4" COMPRESSION ADAPTER SERVICE STOP MODEL 4701-22 1" LINE McDONALD MODEL 4753-22 OR OR EQUIVALENT WITH STAINLESS EQUIVALENT WITH STAINLESS STEEL STIFFENERS McDONALD 30' STEEL STIFFENERS McDONALD MODEL 6133T. TAPPING VALVE MODEL 6133T. PER SPECIFICATIONS 3" SAND BED NOTE: BEDDING AS SPECIFIED ALL AROUND LINE SERVICE SADDLES ON PVC MAINS WATER MAIN SHALL BE WIDE BAND BRASS BODY: NOTE: 3/4" SERVICE ANGLE STOP: SADDLE McDONALD 3801 OR EQUIVALENT NO JOINT SHALL BE INS-ALLED SERVICE STOP SHALL HAVE THREADED BETWEEN THE MAIN SERVICE TAP FITTING FOR CONNECTION TO COMPRESSION AND THE METER STOP. ADAPTER AND SHALL BE McDONALD ALL SERVICES SHALL BE INSTALLED MODEL 4604 OR APPROVED EQUIVALENT. PERPENDICULAR TO MAIN. SINGLE SERVICE SECTION VIEW TYPICAL WATER SERVICE CONNECTION FOR RESIDENTIAL SINGLE FAMILY HOME ON COUNTY WATER SYSTEM (EXCLUDING GANG METER) NOT TO SCALE 'a SEAL 35677 ' CIII M1I11 niN```` T. ` 1 v� f3 R E V I S 1 0 N S Z�� DRAINAGE BASIN A AREA = 11.52 AC _ F IMP. AREA = 6.34 AC % IMP. = 55.02% _ i f /. / ^ PORTEW POINTE, LYC ��9 �F MAP 6001 '50, Pj4GE 3L\ •_; iAMEIVNTY',CENTER / / / �cRASS�SWAL r'PERM ETI D IMPERVIOUSl = ZZ,730 SF AGtUAL IMPERWOUS = 14,302 SF 'REMAINING/FUITURE = 8,428 SF GRASS SW�LE NOTES: 1. THE AMENITY CENTER SF{ALL BE GRADED SUCH THAT / ' 10, RUNOFF' FROM ALL' IMPERVIOUS SURFACES IS\COLLECTED ' PATIO AND CONVEYED T,,0 INFILTRATION BASIN A. ' i 2. REFER TO AMENITY CENTER"SITE SPECIFIC PLANS F0k rr 'ITv i D�TAJLED SITE A4 D GRADING 'PLANS. l I Al 24.02 LF 15" RCP 0 FUTURE ACTIVE ?p RLi'�'Rj','E]j'j(r�T ,5'�7fjCE yA'p�L'F _ _ -� / NEW STORMDRAIN CO ,9 STUB C -_ ' -- 16 LF 15" RCP 01.5 FOR FUTURE- INV. IN 28.11 mil'- " rr INV. IN= 7,51INV. IN= 7.57' i TOP '31.40' i INV. IN= 7.68' 1 r C)'' WV. OUi= 27T -_ INV. OUT- 7.39'-' t ''t �.-ix- (jp� �.. .._ HERBERT E. PARHAM - -- Oi MAP BOOK 44, PAGE 147 r' -�H DEED BOOK 4621, PAGE 568 GB_,9A r J V O O O O TRACT B 'v 4 INVT III = 25.23'rr 18' c INV. IN 2 .99' PRIVATE ' _ JNV. =" 5.16' � I CB-20 ALLEY �� _ CB-18A 31.67' LF I NOV. OU =1 25.49' TO = 27.58_- -Y---------�--- -- - -- --INV. = 24.44' ®2 9.39' EA INV. olia ® 0.88% N39'41'32"E 376' LF _ -� RAYS r 34 .3�9' / ® 1.56% I 3 61, ll 8.0 - ® S� CB-16A ` 0 ------ \NV. IN= 23.00' TOP- 27.92' 7A CB-1l \ I TOP= 27.53' � �. i 3 HERBERT E. PARHAM ` I O �' INV. IN = 23.1T / 1 \" INV \OUT= 22.96' VE P a / i8 , - - WV.- OUT--W.G3'- �• V op, MAP BOOK 44, PAGE 147 1' S _ DEED BOOK 3991, PAGE 194 IE I LF 50 �- R7R468'3 ArA 50, P.C. 36 `, ? \ v PASSIVE OPEN SPACE \\ � `. HERBERT E. PARHAM CB-5A 22 0 MAP BOOK 44, \'AGE 147 f '\ TOP= 8 03' DEED �OOK 4621,"PAGE 568 \ IN OUT= 25.2�' AD-11A \ / 0 sr. 52 �` TOP= 28.67' Ca y gs 6 �\ INV. IN= 20`$8' IN IN= 20.94- rAD-13A INV. UT= 20.92`� m T = 27.44' T = 27.9T \" -�,5; \� 53 INV. UT= 23.31' $ I V. OUT= 24.98' OA _ AD-1 A ® TOP= 27 7' l o INV. IN= 2 .34' INV. OUT= 2.25' n CB-7A 56 G `/ n O J� CB-3A CA ® <p Tfl[ = 25.8 57 e '9 - - '� 47 43 TOP= 27.05' 1� �` INV'IN= 1 .48' 3 - --_-_. + ?9 INV. OUT= 19.31' F - 24.10' S �\ i NV. OUT= 24.06' 'S81• B-8A g � NYON'ARB CB-2A w I P � ® R <F 3 \ TOP= 21 20. r �'• 1 P= 2615' 0 FA INV. IN= 20.07' f IN IN= 22 85' �' `S2g 286`)• (F �� NV. OUT= 19.87' i IN= 1830'%105:74 l.F V. OUT= 18.20' i �- o .�I ' I 45O as.11' LF /kvv�' .��5.86' ��•, ®0.71% / ; �. tNV. IN-.` 9.00'`I Z "A" � ��a�y�. '. ,^ i JB-1A ` SW-2) �� ,�..�EOP = 26.00' ',� CB-10A- NY - .23" - , lA1l,., - ` WEIR = 24.00' n• - - ' 'v11� FES-IA �:= /,'f� INV. IN = 18.05' -` A ---- INV. 0 T= 24.74' ;q't 4 : 48" RCP `�7d/, �. �� A INV. OUT = 18.05' ` '1rrt��t' IE = 18.00'(�pINV. OUT = 19.31'44 3 _ i5p� 1r ,j1llAi ,1i f. _ --?}-' ^� 43f / I I , 5.7T LF v,, ,,; .. 24 RCP _ �S / l' il'tl 'l i-.1/ ,�', ,:: 0 1.52% 1 FORrIrS FOIAM LIC , Mf B. 50, P.G. �7 Y/ PASSIVE OPEN SPACE 24" RGP i Sayq 74.20 LF 8.08' LF IE = 19.07' D1422 1 " U) „ rn y- Sm. TOP-- 24�0' a` ,. %�' �` dNV. OUT= 21.26' Z- ig, _.---- - - I 4s4 •., PASSIVE OPEN SPACE r r `l 1 1 \ n , It , OAK RIDGE Will PROPERTIES DEED BOOK 4320, PAGE 776 lti lIf \ _,, ilil" l �lliit - JSIi'JII 1It l\ 36 11 11 f JAMES A. LANIER, JR. DRAINAGE BASIN B --1; I1 1+\ DEED BOOK 4369, PAGE 929 AREA = 9.41 AC 1 Il i i I \ Jill ll IMP. AREA = 4.32 AC If i t i � � i( % IMP. = 45.94% -- 11 )iii 1� fill i f 1111 Jg11 I If! I •f- _., Sri. �•-3,� , / JIII� 'TION m --32--_____ �' I i �a aJ - 4U4• I d: 128. 1 I, IIiI T ij i� if #Vfi -ISOL ATED l;l i 404 WETLANDS WE ANDS \ , t PREVIOUSLY PREVIOUSLY FILLED A1AilIC me FILL D �� + `� M. B. 5 P.C. 36 -I , It i PASSI PEN SPACE I f 16R �' + OP05E �ROO INLET I jN DOT, S .I DETAIL ----- ' ��. I'' , $ 14 0 18140.15 -' • I. 1 LLf R �L. 01f c TOP= 29 42' B-12B `. �. 1 , IE . 1 ( I r 27.56' - CB-14B i CID -kSB � � CB- 38 `� M 1 I T P= 29.18' `� T = 29.34' 4 INV. IN= 2 .81' TOP= 28.91' '` ,' I� ) 27.66' INV. I = 26.72' `-' IN .OUT= 26.7 ' OUT= .- WV. OUT= 26.2D' -INV. = 2442' - _ _ -- 00 11 11 8.64' LF ' ` HjI 49!-I DRIVE 2s.44' LF - _� _ 29.79 LF 1�5=RCP r / ® 0.17% 189.83' LF 18" RCP\ 0 0.85% 18" R P ®1.61%U1 - _ TOP= 28.87' `po r- - - - -1 1 29. 6' F INV= 25 . IN.74 II Ivy_ I I I I,I I 1111� 5.4 j G 3 9 W a" RC 9:61' LF �\ Ili I i i�11 ill SN / , 28 CB-9B I 0 75 18" RCP -168 - TOP= 28.89' I 0 0.81% 28.7VV INV. IN- 24.89' 25.37' vt ,/ INV. IN- 22.21' AE CB-178 Il 1 )T=25.04' v, f OUT= 21.90' I ri d I , TOP= 28.72' 30ro r ld 'I i 1� 9-15A /� / INV. OUT- 25.8T. 00 I w CB_1OB DP= 27,99' p TOP= 28.85' 11�. II f it IV. IN= 22.2,3'� ®` '!, ?4.p3 w I INV. IN- 25.24`� Ipl 11 j I lli i� ;i V. OUT-r22.27' C AD-78 A l" i0 i1111 R, / i , TOP= 28.52' 22.70' `N .: 26 TOP= 27.9T 25 \ : ss 'I'cASO•II 22.7 � Y*V. OUT= 22.0 AD-88 '� `"v CB-6B f 24 TOP- 27.38' r T)JP= 27.12' NV. OUT= 23.56' INV. tN= 282' b i1 - -- INV. pUi=-1,9.76' 4 . Ohl N 61, CB-46 TOP= 26.33 INV. IN= 22.28' g 6Q V. IN= 18.59' 2y? IN OUT= 18.83' 59 GB-3 I 9 t j 11 II lA }} I 1 i I 1 1 I 7 1L") ljlj 1 I Ili f�1' i�o vii ! , 1I it lir I I'N fI tj It 9 jl fi t 1 •��'i�j1 34 OF)= 27.55 . / TOf#= 26.32' INV. i _ 17.98' - 3 INVJ OUT= 22.80'1 if IN 1= 18.11TL ' INV. 0 T= 18.11' CB-9A TOP= 27.70' _ ✓ INV. IN= 23.36 -- 38 39 DI-28 `v TOP 25.73' WEIR 8.05 INV. IN 1 ,07' " DI-18B INV.JN= 1 .13' TOP 26.33' -INV. OUT= 18. 7' INV. IN 19.08' J INV. OUT= 20. INV. OUT 19.02' ' ' 135. LF 15" RCP 00.54 .M. rJJDI-218 w ' \' iii TOP= 24.09' INV. IN= 20,78' DI-208 TOP= 25.04' DI 191 O �� I INV. OUT= 20.66' INV. IN= 20.42' TOP= 25.97' - , INV. OUT= 20.24' INV. IN= .83' �9.81' I I {{ INV. OUT= o KIRKLANDI ESTATES ' MAP BOOK 33, PAGE 200 LOT 8 LOT % to A � I VICTOR K. ORLIKOWSKI M.B. 28, PG. 22 D.B. 1398, PG. 303 I If Ao• ;� l I� /� / � r I 'It �ljiI II „vl., 36 `�• it; JB_1 I TOP= 251l95' INV. IN= .19.93' 37O ,-I V. OUT= 19.8 O INV. = 19,,61 , u � {,f, ' r\ If u TIDI�I�jRR'� "" 4 f h1 11 r xi. w BASIN "B \ I,.,j 1 I p rr I rr 061 �i�. sir<�r (SEE SHT SW �t ''"i,i •`- - sQ„`, '? i i `i i, i! 38 RCP w_ INV. �'�.-s..--�-•---•-..-.-._..� � �I 11 i 1 I t !r II i 11i I j1 , 1 1 I KRYSTYNA IL'--- it ORLIKOWSKI v`A' D.B. 2823, PG. 38 111 i r 1 I Ill f i GENERAL STORMWATER NOTES: 1. LANDPLAN, TOPOGRAPHIC, AND WETLAND WAS TAKEN FROM ORIGINALLY APPROVED STORMWATER PLANS BY STEWART ENGINEERING. 2. STORMDRAIN INFORMATION REFLECTS AS -BUILT SURVEY BY CAPE FEAR ENGINEERING, INC. ON JANUARY 17, 2011 AND JANUARY 26, 2011. 3. DRAINAGE AREAS HAVE BEEN MODIFIED BASED ON AS -BUILT STORMDRAIN AND ASBUILT ROADWAY CENTERLINE ELEVATIONS BY CAPE FEAR ENGINEERING, INC. 4. ALL RECREATION AND OPEN SPACE AND COMMON AREAS TO BE DEDICATED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 5. BRAYS DRIVE, SHACKLEFORD DRIVE AND FROGMORE LANE ARE PUBLIC ROADS AND WILL BE CONSTRUCTED IN ACCORDANCE WITH N.C. DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS. HUGHES CIRCLE AND THE ALLEYS SHOWN WILL BE PRIVATE. 6. ALL STORMWATER BMPS ARE LOCATED IN EITHER DEDICATED DRAINAGE EASEMENTS OR COMMON AREAS. A MINIMUM 10-FT WIDE CLEAR AREA SHALL BE PROVIDED AROUND ALL BMPS FOR ACCESS AND MAINTENANCE. 7. ALL STORMWATER INFRASTRUCTURE, INCLUDING BUT NOT LIMITED TO STORMDRAIN INLETS, COLLECTION PIPING, COLLECTION SWALES, INFILTRATION BASINS, LEVEL SPREADERS, AND VEGETATED FILTERS ARE TO BE MAINTAINED BY THE OWNER. MAINTENANCE SHALL BE PERFORMED IN ACCORDANCE WITH BOTH NEW HANOVER COUNTY S AND NCDENR'S APPROVED O&M AGREEMENTS. SITE DATA TABLE DRAINAGE AREAS: BASIN A DRAINAGE AREA = 501,657 SF (11.52 AC) BASIN B DRAINAGE AREA = 409.991 SF (9.41 ACj TOTAL DRAINAGE AREA = 911,648 SF (20.93 AC) IMPERVIOUS AREAS: BASIN A BASIN B LOTS 122,458 SF (2.81 AC) 112,383 SF (2.57 AC) STREETS 74,499 SF (1.71 AC) 60,454 SF (1.39 AC) SIDEWALKS 14,306 SF (0.33 AC) 7,369 SF (0.17 AC) AMENITY CENTER 22,730 SF (0.52 AC) 0 SF (0 AC) FUTURE (RESERVE) 10,000 SF (0.23 AC) 12,095 SF (0.28 AC) SF 0 SF I AC) EXISTING TOTALS 0 (0 AC) 243,993 SF (5.60 AC) 192,301 SF (4.41 AC) LOT IMPERVIOUS (BUA): IMPERVOUS 1-15 4,015 SF 16R 5,000 SF 18-28 4,015 SF 30R 5,000 SF 34-61 4,015 SF 31R-32R 4,015 SF DISTURBED AREA: THE TOTAL DISTURBED AREA IS 17.86 ACRES. THIS VALUE WAS TAKEN FROM SEDIMENT BASIN CALCULATIONS BY STEWART ENGINEERING DATED 9/11/06. ALL OF THE PROPOSED MODIFICATIONS ARE WITHIN THE ORIGINALLY APPROVED LIMITS OF DISTURBANCE. DESIGNER'S PLAN CERTIFICATION: "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY ORDIN NCES AVq STORM WATER DESIGN MANUAL AND DIRECTION BY COUNTY STAFF." SIGNATURE: ----------------------------------------- PRINTED NAME AND TITLE: _LAA-t _kke LK41_EgEr___---__- DATE: REGISTRATION NUMBER: osaCID 15 PROPERTY OWNER CERTIFICATION: "I (WE) HEREBY CERTIFY THAT I(WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT OF "AUTHORIZATION -TO -CONSTRUCT" ANY CLEARING GRADING CONSTRUCTION OR DEVELOPMENT WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF THIS PLAN. AS THE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACI TIES. I (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY WITHOUT WRITTE Ali HORIZATION OF NEW HANOVER COUNTY." SIGNATURE: -_ PRINTED NAME AND TITLE: DATE: 60 0 60 12D 1 INCH = 60 FEET © PORTERS NECK RD. ° °N RD. SITE z 0 0 r Fqs t Opp � LOCATION MAF Ro N.T.S. ECEIVE DEC 2 2161t 9a--- - E REVISED ALLEY AND LAND PLAN 12/18/12 MTH D ADDED AMENITY SITE 9/2/11 MTH C ISSUED TO NCDENR STORMWATER FOR REVIEW 5/19/11 MTH B REVISED PER NHCO STORMWATER COMMENTS 4/21/11 MTH A ISSUED TO NHCO STORMWATER FOR REVIEW 4/8/11 MTH RE • DESCRIPTION Y RATE REVISIONS SEAL 47 CAPE FEAR Engineering, Inc. 151 Poole Bd, Su5e 100 Beil lle, NC 23A51 TEL (910) 3834&" FAX M10) 3 34M www.cepe/earellgimlenng.mm NC LICENSE 8 C-1621 DRAWN : M. HALEY PROJECT NUMBER 750-05 DESIGN : M. HALEY CHECK : P. DAMS SCALE : 1"=60' APPROVED : P. DAVIS DATE : 04/1/2011 III j PORTERS' POINTE SUBDIVISION NEW HANOVER COUNTY NORTH CAROLINA J MODS STORMWATER MANAGEMENT PLAN PROJECT NUMBER SHEET NUMBER 750-05 SW-i DRAINAGE BASIN A AREA = 11.52 AC IMP. AREA = 6.34 AC % IMP. = 55.02% OAK RIDGE PROPERTIES DEED BOOK 4320, PAGE 776 PORTERS POINTE, LLCIf / I l MAP BOOtfr50, PI.GE 3$ l ` ♦ y O AMENjY6 CENTER . , / / � GRASS SViAL !/ .-PERMITTED,/IMPERVI0US = 2-2,730 SF / J ACtUAL IPERS_ = 14,302 SF / / �\ "REMI�INING/FLftURE = 8,428 SF GRASS Still NOTES: 1. THE AMENITY CENTER SHALL BE GDEO SUCH THAT %o RUNOFF.' FROM ALL IMPERVIOUS SURFACES IS -,COLLECTED JAMES A. LANIER, JR. AND CONVEYED TO INFILTRATION BASIN A. \ / _ \ r' / • I �`�y DEED BOOK 4369, PAGE 929 2. R)rFER TO AMENITY CENTER' `SITE - SPECIFIC PLANS FO� i D�TAILED SITE AJD GRADING +PLANS. t i I / 24 02 LF 15" RCP 0 0% AREA = 9.41 AC IMP. AREA = 4.32 AC % IMP. = 45.94% e" ,FUTURE ACTIVE �J�I -7 RECREAT1a9 SPACE A�'`-Fo / NEW STORMDRAIN CO CT10N "}' 'B'� "' -------- STUB, ,->' • OUL-----' -" ^, f A_ `�\ FOR FUTURE -USE 16 LF 15" RCP 0 1.5 s•�- INV. IN 28.11 - - ' ,•l r INV. IN= 7.51' '�'^ cw ---- 2A' = I 't /-IK ' INV. IN= 27.57' I OP ' 31,40' ISO ATED 404 WETLANDS l ` INV. IN= 7.68' i r O •'"�.,NV. OUT= 27.87' WE PREVIOUSLY ANDS 'l + i 1 \ INV. OUT= 7.39'-_ i '+ 4'� ""•!y �'� �., ..._ - PRE OUSLY y� .'' l FILLED i !omw HERBERT E. PARHAM 6 a� Qly Flu D Are. c MAP BOOK 44, PAGE 147 / O' _- /� i o a7 = �d ° ` ; `- ,`. 16 R PASSI DEED BOOK 4621, PAGE 568 - �/ / 1' 1 O O O CB-19A ® �.,,`, r/ '.7� TRACT B L J ro = za.31'tl ---- - _ 78 c INV. IN 25.23' / If m ! ..' c CB- 38 `. INV. 1 2 ,,W t ,• PRIVATE as I CB-20 CB-14B l C h58 ~ TOP= 29 42' B-12B ' _._aNV. 2s.16• •s ALLEY / - I TOP= .19' T P= - 18' ^ , T = 29.34' ti INV. IN= 2 .81' TOP= 28.91' ~ -�' - CB-18A 31.6T LF INV. OU = 25.49' INV. I = 26.72' `-` IN .OUT= 26.7 __ TO = 27.58_ �.'� ENV. = 2A.�2' 0 OSLL - - - - S!L JNIL 26 2D -�- 4N-V = 24.44' 0 2 9.39' - Fie '-------- - --- - fi8'rRCP' - ® 0.88% N39'41'32"E \ 28.76' LF BRAYS DRIVE \ 29.44' LF - / 31r .33� 9 30"' - T- T- 8 LF / +m 1.56% 3 6q. / ®0.17% 189.83' LF 18" RCP ® 0.85%R P 77 Ro, --- .4 os CB-16A --------IJ29CB-17A \ \TOP= 27.92' �/ ?o . 6' / / I TOP= 27.53' / r IN�\OUT= 22.96' S INV. IN 23.17' 51, P.G. 3 9 �y 8" RC HERBERT E. PARHAM ` I �'� / 1$ ti; _ - aNu eDT- 3s.17' v Vs OPEN � 1 28 CB-9B I o 75 / Q /' �` If TOP= 28.89' MAP BOOK 44, PAGE 147 I' / l �> S \ _ 28 7,y 7t INV. IN-- 24.89' I \ DEED BOOK 3991, PAGE 194 If 19 i T\ = 37' ii CB-178 INV. IN- 22.21' ' - / 3 + IE UT=25.04' / l- - / OOUT= 21.90' �/ i --------- --' \ - / TO P= 28.72' N i Q OP= 2 , / INV. OUT= 25.87 p it-� \'o OP= 27.99' / S.'� /� 24.0 w Q� i V. IN 22.33'' ® 3 V. UU I=,.z2.2T ? so 27 ' / N 3t AD-7B A \ i Q � `j�, C i /� TOP= 28.52' � \?.3:� if iy`1 IN= 22.79' - _0 'S \ ga% any NV. 0 = 22.70 Itj `I 4- . O ALaBFses wurr�\\ C6- Ag PASSIVE OPEN SPACE \ '•\ d9 If \\ \ \ 5,1 ; a�YNOV.IN=22.1 25 .69 ROA'fl0I `l 1 9NV. OUT= 22.0 ' . HERBERT E. PARHAM ' t MAP 'BOOK 44, AGE 147 ! \ TOP= 8.03' DEED t1'OOK 4621,'PAGE 568 _ \ \� IN .OUT= 25.2 `, TOP= 27.38' CB-6B / AO-11A 24 NV. OUT= 23.56' TOP= 27.12, f i - INV.1- 21.82' r \ / I ® �• 5•2 , `_ TOP= 28.67' l JNY.-1 = 19.69' yr ' INV. IN= 20'$8' ---- -- INV. 9UT=_,9.76' ` e. .a 9$ 16 CF INV. IN= 20.91} ,t ^ r OJ AD-13A INY. OUT= 20.92"`` 00io ' K 27.44 \ 153 INV. T= 23.31' 24.71' `� .p CB-48 �< 1 o TOP= 26.33 TOP= 27 T - INV. IN= 22.28' / ?y�9 INV. IN= 2 .34' V. IN= 18,59' 98 INV. OUT- .25' 0) ? 1. I 1 CB-38 CB+SB I 1s" RGP-T - 0 1.61 % _ TOP= 28.87' INV. IN= 25.7r 9:6V LF 18" RCP `. 0 0,81% CB-1OB OR TOP= 28.85' V. IN- 25.2*_ ' NV.-' t= 25.11' O7 27.5s d I . ,C'`.� Q 5$ / TOF 26.32' J CB-7A 56 INV. 1'- 17.98' / \ twi1 I (� y Q a`Y� CB-3A RCA® �� \ }O{'= 25.8 5% INV. Y= 18.11' ' �6 INV7 OUT= 22.80' i TOP= 27.05' , 7`�? INV.`1N= 1 .48' INV. 0 T= 18.11' cJ®'% 35 / ` �. A. z I NV. IN= 24.10' \ INV. OZiT 19.31' 0 96 �O SS •� B-8A -0 CB-9A � NV. OUT= 24.06' � 8�• t � a ?�„ I PYYONANE CB-2A 0.!F CFI INV. IN26•20.0T NV. IN2723.36 P , �, Q$ IN IN= 22.85•Ij ,`2e6>• NV. OUT= 19.8T +' ..._ V. IN= 18.30',' � ® <f' 105.74' V. OUT= 18.20* 4• f•Og V V r o _ 4 5 / V i ♦ s <I Q \ 7, �F L - 70P= 25.9�' 8° Q ( I� - 29 6 �i l f^ i 't h, rIlllf\ v\ r1I,11 \ II Till i pi I I Ishii il�il i 35j 11'l it ll it i gjtl \ � 1t 36 hill lit I 'I i I I I Ills A�- I I I i I If1, l s 1 � tiJJII i --',pil! 1pii) ill 1 li I h11 ® Y1 ;t :. 36� � r/ i i1 f SPACEIf A I r !' OPO14E 100� INLET IN DOT S .,,DETAIL '8 .140 W.15 i tdA )S P7. 67.56' ! 5�4 I �iI �;1 I i i�'S!l i lI III I 111�r 11iI i � III IjV I 1i I it i A 'I _'/r liir; it 1 i j�Io I II //I ICI I 2 4 I� f^ I Iii L ,1 I till 10 rltl It l Ill li il!'ll +-� IIIi 1L/I l,fl t i�j f�lit ,I 1 li 1 t Olt C lit I 'I' 1 I ; Cj) ! I i i �t I ltll 1 I it I II � l'I ', I '1 11 Ii i l r I 11 W,, l y I Illf it 11 1 ii (1{^i it I noki - N 1N NN h "RCP' R �, F 1 e \`a -I s v" o - O B 6 rn. as.1r LF R 37 -l4 ,� � � Al - 7a& 4� v. n 1a " =-258fi � - �� \,`..�` 8 RCP i k 17AP ♦ ��`� / <.� c\ �/ IN=.♦19.00' Z I/ ',14\ INFILTRATIONk\ / / IRV. au .-18.59, p \ -.f / CIA I `t� -- / JB-tA - ♦ t ; r 3$ F- _ -26 _ _ ;� ;, BASIN "A A A�y>. / t�QQjj }}SEE SHT SW-2)� �'� / ;TAP'-26.00'-•♦ ^� r _ tt ----"- 2 `, '•1 ),�t�F .> , t;' WEIR = 24.00' , TO C2Z69' 1 ,O �tR a - 11t R - /INV. IN = 18.05 ♦ 39 TOP ---- -?0 -.-c ',t', ;I,lll,'I FES-1A (� f%�i/�,_../' INV. = 18.05' 1�4i INV. O T= 24.74' �Q WEIR = 0' - a 4' t 48" RCP !i� f i i -"� > IE = 18.00' 4r // AINV. OUT = 19.31' Q 41 Q - _ _tNV-rN= 8.05' -'3 II{r 'i� I '�' ;', r:' qyo 93 92 INV. IN = 1 47' _ z1- 44 3 � �//�� i,' 5.7T LF S � � � .....�.,`\ Q INV.JN= .13' ICIIi1; '€;r�:� t\ i L�W," /!'�'� 24" RCP �`°S DI NV. OUT= 18. T -20" 11 r1Il ,,iji% I S+A TOP 26.33' 0 1.52% s 8DlC'LR'8 A11N z LLC x. INV. OUT= 20. M.B.50, P.G. 36 >>p� INV. IN 19.08' l FES-2A PASSIVE OPEN SPACE .� n '+` _ /¢ % 0. INV. OUT 19.02' SA 74.20 /'�• 24" RCP i '' 15" LF 8.08' LF 135. LF f , - 5 /s '' i St E IE = 19.07' DI�22 - A5. 36" RC \\ - �'i'/// ♦.. I TOP- 24.0' < 15" RCP ®0.5 :' .�....IN = 9„ r99ppneTy�sA.. _%i'';• IINV. OUT= 21.26'.__ITT Z�•.`ig, I I -I PASSIVE OPEN SPACE I _ __. a. WIN DI-21 B TOP= 24.09' 0I-20B INV. IN= 20.78' TOP= 25.04' 01 198 INV. IN= 20.42' TOP= 25.97' \� I INV. OUT= 20.66' INV. IN= 111(((999.83' r' INV. OUT= 20.24' INV. OUT= I ,19.81' VICTOR K. KIRKLAND� ESTATES ORLIKOWSKI C'1 / ` LOT % MAP BOOK 33, PAGE 200 LOT 8 M.B. 28. PG. 22 / `,y /''I ' D.B. 1398, PG. 303 IL / ! / 1 D / 1 A 19. I D I I I I t �I ' 2B INV. = 19,61- ifj Ig��u I r ♦, INA 9"S, �9'LR i1'i i' SEE SHT SW �)f j +�OS I f till 'r / it I it �'COYIIOK-.aaeA= _- _- _. _ - I r i + KRYSTYNA i'-- I %a /I Atli,,; ORLIKOWSKI I /A' D.B. 2823, PC. 38 i III 1 i l l I I l GENERAL STORMWATER NOTES: 1. LANDPLAN, TOPOGRAPHIC, AND WETLAND WAS TAKEN FROM ORIGINALLY APPROVED STORMWATER PLANS BY STEWART ENGINEERING. 2. STORMDRAIN INFORMATION REFLECTS AS -BUILT SURVEY BY CAPE FEAR ENGINEERING, INC. ON JANUARY 17, 2011 AND JANUARY 26, 2011. 3. DRAINAGE AREAS HAVE BEEN MODIFIED BASED ON AS -BUILT STORMDRAIN AND ASBUILT ROADWAY CENTERLINE ELEVATIONS BY CAPE FEAR ENGINEERING, INC. 4, ALL RECREATION AND OPEN SPACE AND COMMON AREAS TO BE DEDICATED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 5. BRAY'S DRIVE, SHACKLEFORD DRIVE AND FROGMORE LANE ARE PUBLIC ROADS AND WILL BE CONSTRUCTED IN ACCORDANCE WITH N.C. DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS. HUGHES CIRCLE AND THE ALLEYS SHOWN WILL BE PRIVATE. 6. ALL STORMWATER BMPS ARE LOCATED IN EITHER DEDICATED DRAINAGE EASEMENTS OR COMMON AREAS. A MINIMUM 10-FT WIDE CLEAR AREA SHALL BE PROVIDED AROUND ALL BMPS FOR ACCESS AND MAINTENANCE. 7. ALL STORMWATER INFRASTRUCTURE, INCLUDING BUT NOT LIMITED TO STORMDRAIN INLETS, COLLECTION PIPING, COLLECTION SWALES, INFILTRATION BASINS, LEVEL SPREADERS, AND VEGETATED FILTERS ARE TO BE MAINTAINED BY THE OWNER. MAINTENANCE SHALL BE PERFORMED IN ACCORDANCE WITH BOTH NEW HANOVER COUNTY S AND NCDENR'S APPROVED 0&M AGREEMENTS. SITE DATA TABLE DRAINAGE AREAS: BASIN A DRAINAGE AREA = 501,657 SF (11.52 AC) BASIN B DRAINAGE AREA = 409,991 SF (9.41 AC) TOTAL DRAINAGE AREA = 911,648 SF (20.93 AC) IMPERVIOUS AREAS: BASIN A BASIN B LOTS 122,458 SF (2.81 AC) 112,383 SF (2.57 AC) STREETS 74,499 SF (1.71 AC) 60,454 SF (1.39 AC) SIDEWALKS 14,306 SF (0.33 AC) 7,369 SF (0.17 AC) AMENITY CENTER 22,730 SF (0.52 AC) 0 SF (0 AC) FUTURE (RESERVE) 10.000 SF (0.23 AC) 12.095 SF (0.28 AC) EXISTING TOTALS 0 SF (0 AC) 0 SF (0 AC) 243,993 SF (5.60 AC) 192,301 SF (4.41 AC) LOT IMPERVIOUS (BUA): IMPERVOUS 1-15 4,015 SF 16R 5,000 SF 18-28 4,015 SF 30R 5,000 SF 34-61 4,015 SF 31R-32R 4,015 SF DISTURBED AREA: THE TOTAL DISTURBED AREA IS 17.86 ACRES. THIS VALUE WAS TAKEN FROM SEDIMENT BASIN CALCULATIONS BY STEWART ENGINEERING DATED 9/11/06. ALL OF THE PROPOSED MODIFICATIONS ARE WITHIN THE ORIGINALLY APPROVED LIMITS OF DISTURBANCE. MO ,DRTH CAROLINA ENVIRONMENTAL ;~r�ANAGEIME I` CXWMISSION �AVISIOII OF ` ifia�,ER QUALITY ;�w8 0(o055 3 'b"110 DESIGNER'S PLAN CERTIFICATION: "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY ORDINANCE A STORM WATER DESIGN MANUAL AND DIRECTION BY COUNTY STAFF." SIGNATURE: - ---- --------------------- PRINTED NAME AND TITLE: _� HAL" .-Etir- DATE: -------------- REGISTRATION NUMBER: C)3acok5 PROPERTY OWNER CERTIFICATION: "I (WE) HEREBY CERTIFY THAT I(WE) AM (ARE) THE CURRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT OF "AUTHORIZATION -TO -CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT WILLBE PERFORMED IACCORDANCEWITH THIS PLAN AND THAT THE APPLICABLE RMED N ORDINANCES A RUL S F N T OF NORTH CAROLINA AND THE AND E O NEW HANOVER COUNTY THE STATE FEDERAL GOVERNMENT AND IT I A HEREBY MADE PART OF THIS PLAN. AS THE D R N S AGENCIES WHICH RE OWNER, I (WE) ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FAC1 TIES. I (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY WITHOUT WRITTE AI�TFi/ ORIZATION OF NEW HANOVER COUNTY." SIGNATURE:_ PRINTED NAME AND TITLE:-__<sT�R�Y <E «y <1Nu�vJ _,&jvjeg_ Lce DATE: -------------------- --- --------- © PORTERS NECK RD. SITE z o U } Fqs� 000 LOCA110N MAP R° N.T.S. 0 E REVISED ALLEY AND LAND PLAN 12/18/12 MTH D ADDED AMENITY SITE 9 MTH PITH C ISSUED TO NCDENR STORMWATER FOR REVIEW 5/19/11 MTH B REVISED PER NHCO STORMWATER COMMENTS 4 21/11 MTH A ISSUED TO NHCO STORMWATER FOR REVIEW 4/8/11 MTH REV. DESCRIPTION Y RA .I I. REVISIONS r„Cp? ZI Q . T• JAN 2 2 2013 CAPE FEAR Engineering, Inc. 151 Poole Ae Suft 100 BoVille, NO 29461 TEL M10) 393-10M FAX M10) 383-IM www.Cepefeererrglrreenrg.wm NC LICENSE III C-1621 L PORrazs PonnE sueoIVISIoN NEW Haniovez couvTY NaRUu carzoLwa. MODIFED STORMWATB2 MANAGEMENT PLAN PROJECT NUMBER SHEET NUMBER 750-05 SW-1 / II U) z G) O z 0 �z V ) N � m � o w w m o 0 m o O �CD �C-a 0 0 rn 128 E. HARGEFr STREET SUITE 300 0 LEIGH, NC 27601 S T 919.71.1 45 T 919.719.1045 � F 919.719.1049 z° www.stewart-engxam - o STEWART - s C III a11rvo.a��R�ao��,rva�.a,omo,� III,o 9in 9^E u�s��,oa,��ro . 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RGETT STREET � PORTER'S POINTE SUBDIVISOIN Owner p ,np ,gyp .�-. SUITE 300 RALEIGH, NC 27601 o z o PORTER'S POINTE, LLC W R T 919.719.1045 o F 919.719.1049 =HARNETT ,. wwwste.1049 g.com v C TOWNSHIP, NEW HANOVER COUNTY_=� 1308 LIVE OAK PARKWAY O z O S T E W A R T � W LMINGTON, NC O O Cn 0 m m > 0 .,*0 WILMINGTON, NORTH CAROLINA BRAIN ECKEL, PARTNER 1 PER NHC NCDOT COMMETNS 06.29.06 N '�� -11 Ill h ` PHONE 91 0.332.4114xl 01 FAX 910.332.4145 FCONSTRUCTION DOCUMENTS NO. Description Date °�' a _o" , e,w„ p,,,,a , o„,ap„ ,, „„e x / .v / F �N i m / / / r ' / / / ^ a i p /" M,,,-' TO H WY. 17v- s u -u m 0. m 0 .�. N 128E HARGETT STREET //'" SUITE 300 PORTER'S P O I N T E S U B D I V I S O I N Cwn� p ,° Z �► ^ RALEIGH, NC 27601 `J PORTER'S POINTE, LLC v1 �� T 919.719.1045 F 919.719.1049 z , .5=ewart-en9.�om HARNETT TOWNSHIP, NEW HANOVER COUNTY 1308 LIVE OAK PARKWAY O c o S T E W A R T WILMINGTON, NC 0 m> 0 WILMINGTON, NORTH CAROLINA BRAIN ECKEL, PARTNER 2 PER PWS & NCDOT COMMENTS 09.08.06 1 PER NCDENR STORMWATER COMMENNS 06.26.06 N > o ��,,, , Ir,'e PHONE 91-0.332.4114x101 FAX 910.332.4145 CONSTRUCTION DOCUMENTS NO. 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Description Date °' s+ sso „_- m,':111,,.....m , ,IIhIll„,.,a,,,o,.,,.e 00 'O'N 'H0131VN � { NISVB HOlVO ONVGNVIS NO 3sn Nod S,IVMHDIH d0 NOISIAIO s O'N 'H0131VN oo m 'O•N 'HD131Vb O w NOLLV1NOdSNVN1 d0 '1d30 M 00 ^a Sl VMHDIH d0 NOISIAIO SAVMHDIH d0 NOISIAIO 3dld „49 f1NHl „Zl p� COOH ONd S31b'2i9 3Wb'2id VNnoNVO Hi8ON NISVB H0iV3 ONVONVIS NO 3Sn Nod p•- NOLLV1NOdSNVNl d0 'l W w Nod ONIMVNO ONVONVIS HS11ON3 d0 31V1S NOLLV16OdSNV81 d0 '1d30 GOOH ON`d S31V80 3Wb'2id VNnONVO H1NON o`;I NISV8 HO1d0 313�ION00 VNI108VO H18ON w Nod ONIMVNO ONVONVIS HSnON3 d0 31V1S N " Nod ONIMVNO (1NVONVIS HSnON3 d0 31V1S \ D II 6. 9 a:m i I 1 i 3114 v fmc •. I1—;ev-• X1 p z•.:t•.`: •:•.j O > 'm> O m O O m V) ;. 00 m f i m i ;q O D O w g� B B m •t' a ro • I I n Z 0 D �� •� 9� 1 jI A O O 1� v O�000000 A X X w N 1 t i 1 z z m I I z m N t o- g o 0 0 0 0 0 0 0 m y�Luu� tW O �� L # i m F m y m T rn \ �LT m y > Ll m D _ VAR. 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OF TRANSPORTATION NORTH CAROLINA CONCRETE CATCH BASIN NORTH CAROLINA FOR USE ON STANDARD CATCH BASIN DIVISION OF HIGHWAYS _ FRAME, GRATES, AND HOOD o- DEPT. OF TRANSPORTATION DEPT. OF TRANSPORTATION RALEIGH, N.C. FOR USE ON STANDARD CATCH BASIN DIVISION OF HIGHWAYS o$ 12" THRU 54' PIPE DIVISION OF HIGHWAYS w RALEIGH, N.C. fV N RALEIGH, N.C. O m m o p N 9can1 °0' m m 1n m v ,p I > C- v .�. z o 03 o �, sCsteWart-e�9.�om ,. a• 128 E. HARGETT STREET SUITE 300 RALEIGH, NC 27601 T 919.719.1045 F 919.719.1049 z° o S T E W A R T s o ��'��`�'�""`��b1ld�Y PORTER'S POINTE SUBDIVISOIN HARNETT TOWNSHIP, NEW HANOVER COUNTY WILMINGTON, NORTH CAROLINA Owner PORTER'S POINTE, LLC 1308 LIVE OAK PARKWAY WILMINGTON, NC BRAIN ECKEL, PARTNER PHONE 910.332.4114x101 FAX 910.332.4145 2 PER NHC COMMENTS os.zs.os 1 PER NCDENR SiORMWATER COMMETNS 06.26.06 CONSTRUCTION DOCUMENTS N0. 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