SW8111206_APPROVED PLANS_20160826

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 111ZWD
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zm�o 0 S 2l0
YYYYMMDD

2
1 REVESFD PER NM M -= ro HOD SILT FENCE A40 AAR61 NOM fZ
4-1-10
3
RFW= PER NCDER-= ro MAW HRE n
4-6-10
4
REVISED ro am DEVF10PIdL
8•6-11
5
REVISED PER SRRSNICK CRROY TO ADAW SOMM SEROI GRAI WAL
11-2-11
•
NO PER PD WWML�M2-13-12
7
ReAM ro HOD LP IlU6 WLVE A,E7031.10 OUCH INI GRIMES AUM LDGDON OF EMERGERCY
SPELWAY. POND OUTLET PPE, & LREIS OF D6NMINCE AT POND OLIM" AND RUVW DRN ICY
CULvtRf.
4-13-12
5
REWEO ro STOW ADWICHIL COMM [RICH MAW 90UM OF CKSOC•E COURT.
5-24-12
S
REVISED PER SILROOCN CMRY.
S-T3-11
10
7113
11
WRIED PER CLER TO REPLACE TORMOIE4 WIN SMILE-FIELY LOTS
7-22-1S
REV NO.
DESCWP11011
DUE
DOGWOOD RD LEGEND - INDEX ' I 1 I
(SR. 142) PROPOSED CENTERLINE I COVER SHEET-S&CIa STORMWATER, & U17UTY 10A PLAN PROFILE -SANITARY SEWER 159 SANITARY SEWER DETAIL SHEET
PROPOSED RIGHT-OF-WAY I
LACKEY RD W EXISTING WATER MAIN 2 S70RMWAM? & EROSION CONTROL DETAIL SHEET 10 PLAN PROFILE i5C SANITARY SEWER DETAIL SHEET
(SR. 1459) -• •- PROPOSED WATER MAIN 3 STORMWATER & EROSION CONTROL DETAIL SHEET if OFF-97E FORCE MAIN PROFILE 16A WATER & SANITARY SEWER DETAIL SHEET
MT. MISERY RD. / --F-F- PROPOSED FORCE MAIN 4 NCOOT DETAIL SHEET 12A WATER DETAIL SHEET 168 WATER & SANITARY SEWER DETAIL SHEET �' EXISTING
(SR. NORTHWEST RD. J - - - - - - - PROPOSED PROPOSED UTILITY EASEMENT 5 NCDOT DETAIL SHEET 128 WATER DETAIL SHEET 16C WATER & SANITARY SEWER DETAIL SHEET ACK Cn� B BH �
1419RD. ------ C SEABOARD COASTLINE eorTOM DEnvL
(SR. 14/9)--��--��- PROPOSED BUFFER 6 NCDOT DETAIL SHEET 12C WATER DETAIL SHEET 180 WATER &SANITARY SEWER DETAIL 9#ET � RAILROAD ExisnNcooETav A
98 EXISTING CONTOUR 7 NCDOT DETAIL SHEET 12D WATER DETAIL SHEET 16E WATER & SANITARY SEWER DETAIL SHEET SF' EySR B
ANDREW JApCSON HWY PROPOSED FIRE HYDRANT (F/H) 8A PLAN PROFILE -SANITARY SEWER 12E wA7ER DETAIL SHEET 16F WATER & SANITARY SEWER DETAIL SHEET -- `_ n�
(US 74/76) CENTERLINE OF PROPOSED TRAIL
- - - - - CENTERLINE OF EXISTING DITCH 8 PLAN PROFILE 13 SANITARY SEWER DETAIL SHEET 160 WATER & SANITARY SEWER DETAIL SHEET - OETA/L
EX Zq- A
® PROPOSED INLET PROTECTION gA PLAN PROFILE -SANITARY SEWER 14 SANITARY SEWER DETAIL SHEET 17 LIFT STATION DETAIL SHEET /N V_89 34
•� PROPOSED LIMITS OF DISTURBANCE
MACO RD. 9 PLAN PROFILE 15A SANITARY SEWER DETAIL SHEET 18 LIFT STAnav DETAIL SHEET �� _ LACKEY Rp, EXlsn
(NC-8 r„i; ® PROPOSED CONSTRUCTION ENTRANCE _
r
VICINITY MAP °c.o. PROPOSED CLEANOUT E.I.P. _ - SR 145 q "o P
7.
NOT TO SCALE °WM, PROPOSED WATER METER APPROX. A770N - (fi0' R/Iy 9) NV= 65 1 �X
- -._-- xes.a9 EXISTING DITCH INVERT BRUNSW/CK N/F ZONING CHANGE p7V0F _ _ RiHSRAP� D k X rn Lo
- - • • - PROPOSED SWALE DEED BK 18 B/AL WAREHOUSE LLC AD /4CENT PROPE7�7 y ��' EX � n 1,g o n o' H a
PG. 0519 /Nu=es m N C 1 a s
NOTES:
ZONED: /G a n A A a
1. SITE AREA - 796.155.66 SF = 18.28 AC. •( PAR L >#' 016000 IV �° n o
2 DISTURBED AREA - 749.408 SF - f17.21 AC. EN LAND U 23 N/F �LLWAr 9066 b m r O
3. NO WETLANDS ON STE VEM uMr WOODED BRUNSWICK /NDUS77?jAL (� � /� 94 40 c^i1
4. SOILS ON SITE ARE MAINLY: BAMYMEADE(BOB�. WETL ND C�& FORESTON(Fo). OF PP 9cp TS CF• D/SIURBgNCE AREA
DEED BK. 1998 P WAREHOUSE LLC E> r 3)
5. 2V STREET BUFFER ALONG MT. MISERY RD AND 30' PERIMETER BUFFER ALONG Ep�E
EX. SMALL SPOIL AREA ZONED:R G-0519 rn
OTHER BOUNDARY LINES LT BE UNDISTURBED. EXCEPT WHERE SHOWN, TO
PROVIDE A VEGETATIVE FILTER BETWEEN THE DISTURBED SITE AND THE J30 PARCEL R N .e.
ADJACENT PROPERTIES R 1 - - LAND USE. 01600023 \ rn N
6. BOUNDARY & ON -SITE TOPOGRAPHIC SURVEY BY HANOVER DESIGN SERVICES, ER)ME 10 M� WOODED AREA \ - O1-
P.A. E.I.P. P naN I i 1 f--_ N 3
7. DEVELOPER & CONTRACTOR SHALL MONITOR SITE CLOSELY. IF THERE IS ANY 3� �G£tA 1 i r _ _ O20 OS.. E P F
INDICATION THAT SEDIMENT WALL LEAVE THE SITE THEN SILT FENCE SHALL BE (pc• \ 54 I I 53 I 1026.46E pRA/WAGE ROPOSED� a o
INSTALLED ALONG THE LIMITS OF DISTURBANCE LINE AT THE LOCATION(S). / \ I I I 1 52 1 I t- 30' PER/M EASEMENT
S. ALL GRAVITY SANITARY SEWER MAINS TO BE B• PIPE WITH MINIMUM 3' COVER / 2 I I- - _ ETER B iW/OTH VARIES) q �
UNLESS NOTED OTHERWISE. C/ 5 \ \ o I I 1 1 1 I 1 I ' I I I- - _ _ fEx ''E�TAnaV UFFE s H-3 >: A
9. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 3. .� \ C2 I I I I 1 1 50 TOP�g4g1 9
10. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER IS TO BE 10' BETWEEN E • DI j.C�i 4n 1 I I i-' - REO.) /NIz �� ...
EDGE OF PIPES. .� / \ \ \ o� ro I I 1 1 1 1 I I i 49 I I I I i- ___ 24:aZ i I
11. A 24 IN. VERTICAL SEPARATION SHALL BE PROVIDED BETWEDPI STORM SEWER / \ \ \ N�' I� L _ 1� I 1 I I I I 4 1 I I- - - - OpEN SPACE Ir 1- I
AND SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED. / \ \ i.a`e - 9 .21 1 1 I I 1 I 1 I I I I "i i- _ _ _ (120, 456.12 SF Sbn
12. VERTICAL SEPARATION BETWEEN WATER AND SANITARY SEWER: \ , -- �2•gT _ _ CB-17 I I I I 46� J I ' OLD NAIL
WATER OVER SANITARY SEWER: >18" OR USE D.I.P. (ON BOTH) 10' ON EITHER / 6 i C.O. C.O. - -) I 1 I I i I I I- - - _ _ o
SIDE OF CROSSING. \ �� ' W.M. W.M.-M---__--- _I✓�97,6� 1 I I 1 I I 45 I 7 H-2
SANITARY SEWER OVER WATER: USE D.I.P. (ON BOTH) 10' ON EITHER SIDE OF SIB / �i• W.M. _-_ /NV:81. 45 L _ _ CB- I r->gS
CROSSING. e ^ \ \ / C 'O - -' �C=87 1 I 1 1 OD7EE7' 26
13. VERTICAL SEPARATION BETWEEN WATER AND STORM SEWER: / S 96.98 WM F%1i-- _ 09 6" I 1 I / �- S7RUC /N 6
\\ 18" s" G v _ "T L P C9Op 1 I 1 I I I \� /Nv=g1.
WATER OVER STORM SEWER: >18" OR USE D.I.P. ON WATER 10' / \ \ / ,�.o. i6• RCP _ Co co - _ ___ -+�-xa _ 'H"Pf o
ON EITHER SIDE OF CROSSING. / \ \ \ / f • G Y. Mta4 .M.---_- - I I I 1 I I 42 Z I
STORM SEWER OVER WATER: USE D.I.P. ON WATER 10' / \ \ / _ - 97.39 �� M CO C -_-_ - _ _ -,,( I I I I I I / /� �° W LN
ON EITHER SIDE OF CROSSING. / \ \/ -- _ ,r _ _ �" RCP 18. /ICXA 96.86 o.M -L L_Dl l L - _ _ J 1 Ll4- I I �� \ �F O O
14. ALL SANITARY SEWER MANHOLES WITH A DROP OF 30" OR GREATER SHALL \ / _ \ ocA
i1 ,6�\ 1 TN97.2i C. I / / O
HAVE AN INSIDE SANITARY
OF 5' WITH AN INSIDE DROP STRUCTURE / 57 > M• / /NV=9J.o3 I • _ -mot es 0
15. LIFT STATION T SANITARY SEWER MANHOLE MANUFACTURER IS RESPSONSIBLE
LIFT
/ 4%9 P ,.G =, _ _ -�•�� �� M W, - _ / / �` \ H ,y 00
FOR ENURE STRUCTURAL DESIGN (REINFORCEMENT. THICKNESS. ETC.) OF UFi / /`M 'S5 I 72 I 1� I ---•_- �Z- ------_- \
STATION & SANITARY SEWER MANHOLES. A
16. SANITARY SEWER WITHIN 50' OF WETLANDS MUST BE EITHER PVC WATER AWN / / 8• "� USABLE I 1 I • WM .M. 24• / / 41 \ '�'
/ % °^ i Ci�r OPEN SPACE 1 9704 18 ----_ CO
PIPE OR DUCTILE IRON PIPE, &MEET WATER MAIN MATERWLS, TESTING METHODS, /� / L _ 1 1 i fC� - _ CO 8' RCp ��
& ACCEPTABILITY STANDARDS (15A NCAC 18C). SANITARY SEWER MANHOLES I PICNIC AREA _ _ _ _ I 19 1 T AV)=69.74 1 RVV- 2g -I B� _ .M W �� _ <POND
MUST BE GREATER THAN 50' FROM WETLANDS. AS MEASURED TO THE CLOSEST / (5,541.43 SF) - J k.0 1 T 2U7)=6g64 I 9283 r qqA _ '/---- C. \� ♦ / ` OPEN SPACE �
OUTSIDE EDGE OF THE MANHOLE I 0 I _ C -_-_ O. C O. -�'� _ -�_�
9M 35 P 45, 077.90 Sr)
17. NO PIPE JOINTS SHALL BE INSIDE ANY INTERFERENCE STRUCTURE I HC. .M/ /- - - - - - -i I �- 1 I - - _ _ 1 1 1 1 I r - ---- WEN W.M. / \ a
18. PRIOR TO INSTALLATION OF WATER, SEWER, & FORCE MAINS CONTRACTOR IS TO p / / 27 .O 1 J I I I I - COCO 9 ` \GRA L4T% / \� m O
NOTIFY THE ENGINEER WART MALPASS ENGINEERING & SURVEYING, PC AT 1 58 I I / 1 1 /N11'/N� g 711 ' C CB-2B - _ 1 1 1 1 m - K' \\ MAINIORMWA & rSj y N" 0•
910-392-5243. `° H-12 _2u ---_- _-- \ / / I f0' SIORMWA7ER
1 1 1 98 1 1 I 171 �v 248 I 1 ,�� - I I I I i l I=9ze6 1 it�93 _ - ,+ 80 c�` \� / I
19. DEVELOPER AND/OR LOT OWNER CAN NOT PLACE VERTICAL OBSTRUCTIONS• 1 1 90.841 ' 1 I RVII r I 1 I I "VILA =91.4o I I /NV<g�23 - . \ 'o / \\ AINIE EASi7&
FENCES, WALLS, ETC.. IN EASMENTS. I 8• SOR 35 P 1 1 I I 73 I L _ i { 0 1 25'` I I 33 1 1 I I 1 rY0UT�97.,q 'r sDR I TO 93 ��` \ �W m
20. ALL CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL. STATE• & FEDERAL L - - yRAMI ' 3911H-7 1 - - _ 1 a^ b _ 1 I 1 1 dL5 PVC /V N 2 01 ,!� 0
REGULATIONS & COOES. WNM. 1 TOP 97 7 _ _ - - J m 1 1 31 I L _ 1 34 I I �/RAyTr SETTER / �)•-9226 �. \
21. NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SITE NO WARRANTY IS _ ,M .01 r --- �1 I 1 1 I °uTJ 9218 1 c a y x I
EXPRESSED OR IMPLIED FOR SUITABILITY OF SOILS. OWNER/CONTRACTOR SHOULD A" 1 _ I� - L- - _J 35 I 1 I 1 1 1 1
PVC WATER MAIN I _ - - EXCL L�9622g HtV - _ I 36
CONSULT WITH A GEOIE04NICAL ENGINEER FOR SOILS INFORMATION. ANY F $ .Of - - -7 1 STA71 S�'� uFT � ' _ - - -11
UNDERCUT & REWIRED REPLACEMENT WITH SUITABLE MATERIAL SHALL BE THE I I K 1 I IE' I-119i4BtE• - _ p 1 PICNIC AREA 1 1 L - - - - - TEMPORARY ^+ o
RESPONSIBILITY OF THE CONTRACTOR. 1 iD ' 1 I 70 I ' 1 r _ _ _ - - 1 cE --- -L _ _ 1 I 3U I I y, i=- ---- _
22 ALL STREETS TO BE DEDICATED AS PRIVATE. BUT FOR PUBLIC USE STREETS 15 I 59 1 I 1 74 I I I i •• SOIL 35 PVC ,1 I -s'-�y0' I 1 (.�458.88 sFy. I B CIS
SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. Z I a I�ANTY SEWER 30 1
23. ALL ROAD MATERIALS SHALL MEET NCDOT STANDARDS - I I ERATA4 PAD L - _ GRAB'wPI� 1 I 1 = 1 !48 RCP m
01 ri I I _ N7Yg I 1 - _ =J I .0 a m�
24. THERE SHALL BE NO ENCUMBRANCES WITHIN THE RIGHT-OF-WAY. Oo W L - - - - - - J 1 1II J --� 1 = I z O m
25. WHEELCHAIR RAMPS TO BE NCDOT STANDARD. WHEELCHAIR RAMPS TO BE M� - .O j C8-24
MAINTAINED BY THE HOMEOWNERS ASSOCIATION. L - - I a C ITC' 11 POND ' -_ , I :�+ (n m I
26. ALL COMMON AREAS/OPEN SPACE SHALL BE DEDICATED TO AND MAINTAINED - �" r -- - - - CB�$ q
BY THE HOMEOWNERS ASSOCIATION. .p (A I /T9254 I .I �IN� - - - '� r� O L - - - - - - J' 48• RCP OPEN ACE I '4 "�
27. A RECORDED DRAINAGE EASEMENT IS TO BE PROVIDED FOR EACH POND = 80
INCLUDING ACCESS TO NEAREST RIGHT-OF-WAY. CO O W 1 I 1 I 0; I INV89.0 (3 19 SF)
28. ALL ROOF DRAINS 1D BE DIRECTED TOWARDS DRAINAGE S151T]A &POND. L- 60 1 I 1 5 AREA LIGHT
Q Obi \ •A
29. BUILDING PADS ARE TO BE A MINIMUM OF 1.5 FT ABOVE BACK OF CURB IN C O_ m I I I I rROL P^,hJIF,,�,- o vr, �? Na a v o c
FRONT OF EACH LOT BASED ON STRAIGHT LINE OF HIGH POINTS (THEREFORE, Z < 1 USABLE 07ETd'
THE BUILDING PAD ON A LOT LOCATED AT A LAW POINT ALONG THE ROAD WILL r U) 00 W L - - - - -. - -� $ I I Ic1 1 SPACE (3L218.41 o' c O o
o x c�Nm�
BEG � 1.5 FIT ABOVE THE ACTUAL BACK OF CONTRACTOR/BUILDER SHALL SWALE LA LINT ES & BUILD CUP�LOTS GREATER n p C� O1 r __ _ _ _ _ + ' I _ ' SWl 26 PYC - - ESMr ,� - _ - _ 1 m a �
THAN THE MINIMUM SPECIFIED IF NECESSARY TO ENSURE POSITIVE DRAINAGE OF O -D 1T1 x OD O >•R I 8• SDR 35 PVC OI L 99• VALVE CB- 1 i r CEI/1ERLINE OF�I _ POpp-pCR1M
T*1 W . O' - - - -1'W ) 5�1 VAULT R}96. 1 -. WALKING 71RAIL 1 s ' .. m I I-, a $
RUNOFF FROM THE REAR OF LOTS TO THE ROAD IN FRONT OF ITSELF. C y �. I�1� �/166 1 ABC£ -OPEN' A'CE'-►0'" 36 _ m
30. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RAISE &SLOPE LOTS ADEQUATELY N O Z O I CRANTY SEVER I I I 1 r INV(GRAVI7YJ INV89.I15' _ 1--------------_______ I . 1 __________ ______--_ ________-_ _-____ ___ {> I �_
jT�I�AHI _________ _________ --____ ___- __________-
r1l Cu O y s 69 I 1 C ' IOP=96. ('- - - - - - ----- - = a - - - - - - - - - - - ----1- ?L o f?
TO ENSURE POSITIVE DRAINAGE TOWARD STREET. • • m IV C D I r` TOP 77.99 INV(BO 7f. �i • I IN }- MS•87.15 r - - - - -, I- - - - 10' S A�ER MA/N7ENAN� rCCESS Eil r - - - - - - r - - - PROPOSED s'I OR 18 PVC W�, MAIN r - - - I �I
31. THE CONTRACTOR/DEVELOPER SHALL ENSURE STORMWATER ON ADJACENT I- o In r I 6 1 -12 IN )-91.90 I H-16 8 I IN /N)-E=�.71 I 1 27 I 1 26 1 1 25 1 24 1 1 23 1 22 1 21 1 I D w I 19 1 1 18 1 1 17 1 16 I 19
PROPERTY IS NOT HINDERED FROM FLOWING OFF THEIR PROPERTY DUE TO ny� m -Zy1 Z I TO=9d00 r IN T)=91.80 76 99.0 P'i INVO.si _ J xh -
DEVELOPMENT. Z O O D INV-92-47J IC W I M I .MI - I 1 c'
32 MANHOLES, CATCH BASINS, AND DROP INLETS SHALL BE SIZED APPROPRIATELY C O Oo r 'T I \ L�
TO ACCOMODATE OVERSIZED PIPES. �1 -• -- We AH! _ �.^ __ r------ �W. MI Sde P FDRLS p I i I I I I I I i I I I I I I I III I I I I I I I a o o
33. ALL TELEPHONE. ELECTRIC• GAS AND TELEVISION SERVICE LINES SHALL BE n O � g -- W •O1 I ANTY SEWER I i t I I I I I I I I I I I I I I I I I I I I I I m
INSTALLED UNDERGROUND. n OO D 91 \ \ W EDIT: 1 USABLE 1 1 '� I 28 ' 1 71W=96.82 I a ai
34. ANY OFF -SITE DISTURBED AREA SHALL BE SEEDED &STABILIZED WITH y Tl ` \ I ol^ OPEN SPACE ¢ 1 - ' SSUH-4 I I I I I I I I SSMH-2 I I I I I I I I I I I I 1 INV 91.28 1 1 N-
C O O RO > W E 2 PICNIC AREA i b I 1 I TOP-96.58 I 1 y a 1 a v7
EXCELSIOR MAT OR MULCH AT THE END OF EACH DAY. A Ka LA= S �� I I 1OP=97.15 I I I ( I I I I IN IN gg.501 I I I 11 I I CB-1 I I a
35. UPON COMPLETION OF ANY PHASE OF ACTIVITY SIDE SLOPES WALL BE - L.L '•` ( 1242-22 SF) 68 CS-6 Y( Co-18 1 , - - :9 y
Z LO O N z I & ' I IN IN S=8B.42 I 35 PVC - }, 8" SDR 35 TC-96.54 L- _ _ - _j
SEEDED/STABIUZED WITHIN 21 DAYS OF NO CONSTRUCTION. ALL OTHER O C row, - C8-9 ' I Q o AV IN N=87. L 37.Qs- J L - - - J L - - - Sf'11E1t J �� �• J L TG.96.62 - - - cE - y Aw � _ `• A
DISTURBED AREAS WILL BE SEEDED/STABIUZED WITHIN 15 DAYS OF NO (n Toro-3�,�8.95 -__� i O ♦ I IN OUT�_87 7 __ 1 _ -- INV9290--_ _M -------- --------- INV9250 _�i • ��______ _ -_ ___----- -______-___ � K:M
CONSTRUCTION. C T'1 INV=31. B CDR-35"AV bRAa4iK-S67 R �- SBR-35--P W.,y .0 CO W. WM _�------ -- - O _ __---_ _ _
------- CQ C W,1/ -__--_ C WM M �^O I W.M �O CO .ITEM CO �O
In
ITEM
\`
2 � \
~ O / // \ ��C '� 96.72 42• 6_G.V. . 97.42 18 RCP 6•VA LE c o
17 30 RCP 96 le RCP 97.60 NE COURT 35' TOME R 9 .39 24• RCP 6• G 24 RCP .31 96.56
O f8" 8• GV. ( /W) MCR N m � • � ''
yX
n. v
C m
63 INV=91.J0/ \ -- 1%' W. W. C __---- W.
M !HEM C O. C 0----__ W M W M __ _CQ C.Q ___---W M N'M __- --- W M W M_ C C O_-__ k" __-
- WM-----c0 CQ W.M. W.M C. W,y/ W.M. CO. M. M
_ CO
\ / / W - C8-7 24• RCP _ CB-5 B' G V - il6• TEE - r
- - --I 3 � i- It 9�Di� F_ -- I r - - - -1 r (- - - - -I r - - - r- -7t;<gbTi?-I - - - -I r - 7�_ PROPOSED 6• -���-�_ A
\ / !N IN)-W p5 CH S INV 91.95 97.28 _ PRQ - - -
30' RCp V1 1 I 91'63 1 1 I�jD� -87 JJ INV 91.BD f0' UIfUTY EA T (TYP DR 18 PVC W MAIN 18 PVCA N
\ / / IN 1� 51 1 V. 15 IN )7) 87? I I I ( I ( I I I ( I I I IN 91.441 I q I I I 96.54 I
\ 11 I I "i �' I I I I I I I I I I I I I I i t I I I I I I I WA.gi 87 lECTTON (rWP.) m
MAILER v 4 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2
o'a 1 1 65 1 1 66 1 1 67 1 1 15 1 1 14 1 13 1 1 12 1 1 11 1 10 I I 9 1 1 8 1 1 7 I I 6 I I 5 1 I I I 3 1 1 1 1 I
�' LIMITS of wS7URBANCE I >< '
% 1 I I I I I I I I I I I I I I I i t I I I I I I I I I I I I I
18" MIN J - J I- - - - - I L_ _j L uA6Ts of S
--� I----� L----� I----J L----I L-- J I-----� �----� L------I I----J I--- J L---J ---J L---J I----�
. 98 c r 1 fA
OLD EXIS77NG STONE �. ��
WATER MAIN 3.17E R S�
LINE MARKER B� TOP=970 98 IRIP� 97.50 GARAGE ENCROACHING
INV 9f.70 \ (IX VEGETAixXN 1a MEET BUFFER REG.)
BUFFER'LEACHING
99 INV9225PERIMETER l 96 g c 111 bbb
oox a
MERRYWOCDS SECRQV 3 r O
/ S 2438'S4" W 225.62E m
18• MIN M.C. 1 gar 442 S 2206S6 W 1047.81E TOTAL E.I.P. A ;a
WATER & SEWER SERVICE N/F E.C.M.
PENN/NGIDN/ DARRri A EIUX COHNEll N m o 110 -• a u o p
TAP SEPARATION DETAIL DEED SK.•2510 PG• 1260 (CONTROL) LOT 9 LOT 11 LOT 12 LOT 13 LOT 14 (CONTROL) n o N
NOT TO SCALE PARCEL ZONED.
-R e0002B44 / N/F LOT 10 N/F NIF N/F N/F n n k I 0 2 A Z o x
GENERAL NOTES: LAND usE• RESIDENTIAL BROWN KOREY & STUART GIORDANO N� CHARNOFF PHYLLIS ROBBINS LOVATTA ROBB/NS LOVATTA ROBB/NS LOVATTA LOT 15
1. PROJECT TO BE BUILT TO COUNTY SPECIFICATIONS FOR WATER AND SEWER. A UTILITY DEED BK-- 2890 PG: 1363 CONNETTE DARRYL ET EVELYN DEED BK: 2499 PG: 0375 DEED BK: 0834 PG: 0958 DEED BK: 0834 PG: 0958 DEED BK: 1008 PG: 0210 BLANKS NR DNEY o ET a x n n
PUN MUST BE SUBMITTED AND APPROVED BY ENGIEERING AND EMERGENCY MANAGEMENT. MERRYWOODS SECTION 3 DEED BK: 1325 PG: 0773 ZONED: RR ZONED: RR ZONED: RR WANE L CRADr z = I z o z ZONED: RR DEED BK: 1610 PG0358
M.C. 17 PAGE 442 ZONED: ZONED. RR PARCEL 0160002515 PARCEL .#• 0160002517 PARCEL �: 0160002518
2 A HOMEOWNERS AA NOTE OF WILL N FORMED PRIOR R THE SALE OF LOTS AND PARCEL • 0160002513 ` PARCEL • 0160002516 LAND USE: SINGLE-FAMILY TIES LAND USE. VACANT PART ZONED. RR
251g oA
MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASE WITHIN THE DEVELOPMENT. PARCEL #: 0160002514 LAND USE: SINGLE-FAMILY RES. LAND USE. SINGLE-FAMILY RES. LAND USE: SINGLE-FAMILY TIES z ``'" m x � ��-, o
3. THERE SHALL BE A NOTE OF THE FINAL PUTS, MASTER COVENANTS, AND DEEDS SHOWING LOT 43 LAND USE. SINGLE-FAMILY TIES.
THE LOCATIONS OF WETLANDS AND NOTING THAT THOSE AREAS MAY NOT BE FlILED,
DISTURBED. OR ALTERED IN ANY WAY UNLESS PROPERLY PERMITTED BY THE NC N/F LAND USE. SINGLE-FAMILY RES.
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND/OR THE U.S. ARMY CORPS CRANFORD R/CHARD ET KAY
OF ENGINEERS.
4. COUNTY AND STATE STORMWATER PERMITS MUST BE OBTAINED PRIOR TO ANY DEED BK. 1943 PG:0830
CONSTRUCTION. NO NATURAL DRAINAGE RR
AGE AREAS WALL BE CUT OFF OR DISTURBED BEFORE o i i I
OBTAINING THE PERMITS. /NDIAN CREEK EST TES MAP CABINET R PAGE 18 - F��vjEw
5. THERE WALL BE A MINIMUM OF 2 OFF-STREET PARKING SPACES PER HOME PARCEL #• 0160002843
6. THERE SHALL BE A MINIMUM OF 3 FEET OF CLEARANCE AROUND ALL FIRE HYORAN75 AT LAND USE. RESIDENTIAL
ALL TIMES. -t�-4t
7. NO HERITAGE TREES ARE ON SITE PURPOSES
S ONLY c� � I� � m �
& ALL STREET UGH71NG WILL BE INSTALLED IN COMPLIANCE WITH SECTION 8.8.4 OF THE UDO. 5 i.
9. THE HOMEOWNERS ASSOCIATION WILL COMPLY WITH THE CONDITIONS SET FORTH IN SECTION 2-26-10
6 COVER SHEET -SEDIMENT &EROSION CONTROL, STORMWATER, k UTILI
8.9.2.H. OF THE BRUNSWICK COUNTY UNIFIED DEVELOPMENT ORDINANCE 2'-D" TY PLAN
10. A TIA WAS NOT REWIRED. PRELIMINARY WINDERMERE ESTATES PUD SCAM.
1 REVOFD PFR NCODRiAS. 3-4 10
4
N
�
�
7
PLA T
BOUNDARY SURVEYED /N AUGUST OF 2001
35' PRIVATE R/W
1.5" SF9.5B ASPHALT
I
2 AREA COMPUTED BY COORDINATE METHOD.
10'
-"
NOT FOR RECORDATION,
3, FOR REFERENCE SEE AS NOTED.
4. ENCROACHMENTS FOUND AS SHOWN.
ILL
UTILITY
1.5E Sf'.5' OR 1.5E SF9.58 ASPHALT
UTILITY
-'
LOW TO NODE RA770 = 8 LINKS / 6 NODES = 1.33
CONVEYANCES, OR SALES
5. ON -SITE TOPOGRAPHIC SURVEY PERFORMED IN NOVEMBER OF 2001
ESMT.
5'
1.5
2'
9'
9'
2' 6.5E
ESMT•
6. UEVA77ONS AS SHOWN BASED ON ASSUMED BENCHMARK.
1 4':1' i 1 4':1'
1 4':1' 1 •1•
\ \�
GRAPHIC SCALE
LEGEND>;
'��`�va%Y
NSTONE(ABC)
50 0 25 50 100 200
E.I.P. =EXISTING IRON PIPE
= EXIS77NG IRON
SIDEWALK
GRASS 6• ABC STONE
CRASS
COMPACTED 6" CRUSHED
EARTH `6EL
I I
ECM. = EXISTING CONCRETE MONUMENT
EC
TWE FI• OU
NO7E CONTRACTOR TO INSTALL STONE
o b
FOR REFERENCE SEE D B 180 PG 670
THICKNESS THAT MEETS NCDOT STANDARDS
TYPE •H• CURB AND GUTTER
(III FEET )
1 =50
NORTHWEST TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA DRAWN:
JCB
4,�v}1+; ' . =1. /, MALPASS ENGINEERING &SURVEYING, P.C. �E
� •(it '� �. ii I1S4 3fT�YARD BOUISWARD JBM
���' � •�/ Sys 1R8,1@1G1'ON, NORTfi CAROTSNA 28412 PROJECT N0:
���° pE�iab •:�v' P,Mme 9Eo-5112-1OPA.9 20
•4� aEAlb� "' I� 9Lo-sHl2-fizos LIC&N36 xo. c-zszo
( ' Owns: TMBERUND, INC SHEET NO: 1
i • • 1"• 846 UVI NGSTON CHAPEL RD
REVISIONS Fil28436
►jjlllN+��`�```` �� NDR> N�c////�� OF: 18
D.B. 194 PG. 115 TYPICAL STREET SECTION SD 7-04 1 inch = 50 it G e7
D.B. 194 PG 117 NOT TO SCALE NOT TO SCALE
K:\AutoCAD\2005\20\windermere-estates(7-22-13)-all lots.dwg APPROVED
MANAGEMENT COMMISSION
SGP -2� 16

Permanent Seeding
Specifications /6.11 - Specifications
Tympgary seemy
Specifications /6.10 - Specifications
(Specifictions are as per the 'Erosion and Sediment Control Planning and Design Manual' of the state of
(Specifications are as per the Erosion and Sedliment Control Planning and Design Manuel' of the state of North Carolina)
North Carolina)
Table 6.10a - Temporary Seeding Recommendations
Table 6.11p - Seeding No. 1CP for. Well -to Poorly Drained soils with Good Moisture Retention; Low
for Late WI nter and Early Spring
Maintenance
Seeding Mixture
Seeding mixture
Species Rote (Ib/ocre)
Species Rate (lb/ocre)
Rye (grain) 120
Tell fescue 80
Armuct Iespedeza (Kobe An
Pensacola Bohiogross 50
Piedmont and Coastal Plain,
eoe spedaro
Korean in Mountains) 50
Kobe 10
Omit annual lespedezo when duration of temporary corer is not to extend beyond June.
Seeding Notes
1. From Sept 1 - Mar. 1, use unscarifled sericeo seed
Seeding dates
2. On poorly drained sites omit sericea and increase Kobe to 30 lb/acre.
Mountains - Above 25W ft' Feb. 15-May 15
3. Where a neat appearance is desired, omit sericea and 'increase Kobe to 40 lb/acre.
Below 25W ft Feb. 1-May 1
Piedmont - Jan. 1-May 1
Nurse plants
Coastal Plain - Dec 1-Apr. 15
Between Apr. 15 & Aug. 15, odd 10 lb/acre German millet or 15 Ib/oere Sudangrase, Prior to May 1 or after
Aug. 15, add 25 lb/acre rye (grain).
Sol amendments - Follow recommendations of Rolf tests or apply .Z000 /D/ocre ground agricultural limestone and 750
Ib/acre 10-10-10 fertilizer.
Seeding dates
Mulch - Apply 4,000 Ib/acre straw. Anchor straw by tooting with asphalt. netting• or a mulch anchoring tool. A disk with
Beat Possible
blades set nearly straight can be used as a mulch anchoring tool.
Early spring: Feb. 15 - Mar. 20 Feb. 15 - Apr. 30
Maintenance - Refertlize If growth is not fully adequate, Reseed refertilize and mulch knmediately following erosion or other
Fail: Sept. 1 - Sept. 30 Sept 1 - Oct 31
damage.
Sol amendments - Apply Arne and fertilizer according to Rol tests, or apply 3.000-5,000 Ib/oors ground
Table 5.1015 Temporary seeding Recommendations for Summer
agricultural limestone (use the lower rate on sandy sole) and 1.000 B/acre 1G-10-10 fertilizer.
Seeding mixture
Mulch - Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor straw by
Species Rote (Ib/acre)
tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set
German millet 40
nearly straight can be used as a mulch anchoring tool.
Maintenance - If growth is low than fully adequate. refertitze In the second year, according to soil tests or
In the Piedmont and Mountains, a amdl-stemmed Sudangroas may be substituted at a rote of 50 Ib/acre,
topdrew with 500 lb/acre 1G-10-10 fertilizer. Mow as needed when serieea is omitted from the mixture.
Reseed• fertilize, and mulch damaged seas immediately.
Seeding dates
Mountains - May 15-Aug. 15
Table 6.11q - Seeding No. 2CP for Well -to Poorly Drained sots with Good Moisture Retention; High
Plednant - May 1-Aug. 15
Maintenance
Coastal Plain - Apr. 15-Aug. 15
Seeding mixture
Species Rate (lb/acre)
Soil amendments - Follow recommendations of soil tests or apply 2,OOD lb/acre ground agricultural limestone and 750
Tall fescue (blend of two or
Ib/ocre 10-10-10 lxtilizer.
three Improved varieties) 200
Mulch - Apply 4,000 ib/acre strain. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with
Rye (grain) 25
blades set nearly straight can be used as a mulch anchoring tool.
Maintenance - Refertilize If growth Is not fully adequate. Reseed refertilizs and mulch Immediately following erosion or other
Seeding dates
damage.
Best Sept. 15 - Oct 15
Possible. Sept. 1 - Oct. 31 or Feb. 15 - Apr. 30
Table 6.10c Temporary Seedmg Recommendations for Fail
Seeding mixture
Sol amendments - Apply lime and fertilizer according to soil tests, or apply 3,00G-5,000 lb/acre ground
Species Rate (Ib/acre)
agricultural limestone (use the lower rate on sandy sags) and 1,000 lb/acre 10-10-10 fertilizer.
Rye (groin) 120
Mulch - Apply 4,ODO lb/acre groin straw or equivalent cover of another suitable mulch. Anchor straw by
Seedling
Se g dates
edlinne t
tacking with asphalt. netting, or roving a by crimping with a mulch anchoring tool. A disk with blades set
M Aug. 15-Dec. 30
nearly straight can be used as a mulch anchoring tool.
Maintenance - Fertilize according to Rog tests or apply 40 lb/acre nitrogen in Jan. or Feb., 40 lb in Sept,
Coastal Plain and Piedmont - Aug 15-Dec. 30
and 40 lb In Nov., from a 12-4-8 , 16-4-8, or similar turf fertilizer. Avoid fertilizer applications during
warts weather, as this incenses stand losses to disease. Reseed, fertilize. and mulch damaged areas
SDg amendments - Follow sal tests or apply .DODO lb/axe ground agricultural limestone and 1,000 Ib/one 10-10-10
Immediately. Mow to a height of 2.5-3.5 Inches as needed.
fertilize
Mulch - Apply 4.000 Ib/ocre straw. Anchor straw by looking with asphalt netting or a mulch anchoring tool. A disk with
Table 6.11r - Seeding No. 3CP for. Dry Sands to Sandy Looms;
blades set nearly straight can be used as a mulch anchoring tool.
High Maintenance, Fine Turf
Maintenance - Repair and refertilize damaged areas Immediately. Topdrew with 50 Ib/acre of nitrogenr in March. If R Is
Seeding mixture
necessary to extend temporary cover beyond ,Ame 14 overeved with 50 lb/acre Kobe (Pledriont and Coastal Plain) or
Species Rate (bu/1,000 ft^2)
Korean (Mountains) lespedeza In late February or early Mach.
Tifway or Tifway 11 Minimum: 3
4' MAX.
hybrid Berrnudagross Rapid cover: 10
Seeding Notes
1. Sprig or sod (Practice 6.12, Sodding). Moisture Is essential during initial establishment Sod must be kept
well watered for 2-3 weeks, but can be planted earlier or later than sprigs.
MAINTENANCE PLAN
Y. Common Bermuda can be seeded or sprigged but does not produce a high -quality turf. It is also lees
cold tolerant than the hybrids, more weed prone, and a pest in flower beds and specimen plantings.
1. ALL EROSION CONTROL MEASURES WILL BE CHECKED EVERY 7 DAYS OR
AFTER EACH RAIN PRODUCING N INCHES OR MORE WHICH EVER COMES M
Planting dates
FIRST,
it
Apr. - July
2. SEDIMENT WILL BE REMOVED FROM BEHIND SILT FENCES WHERE SEDIMENT
S 0.5 FEET DEEP AND REPAIR FABRIC IF TORN. LEAKING OR FAILING.
Sol amendments - Apply time and fertilizer according to son tests, or apply 3.000 lb/acre ground
3. INSPECT AND REFRESH CONSTRUCTION ENTRANCE WITH A NEW LAYER OF
N
agricultural limestone and 500 lb/acre 1G-10-10 fertilizer, or 50 Ib/ocre nitrogen from turf -type
GRAVEL AS NECESSARY.
r1%
slow -release fertilizer. Add 25-50 lb/acre nitrogen at 2- to 3-week Intervals through midsummer.
4. CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFICANT RUNOFF.
Sprigging - Plant sprigs in furrows with a tractor -drown transplanter, or broadcast by hand.
REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS
Furrows should be 4-6 inches deep and 2 ft apart Place sprigs about 2 ft apart in the row with one
WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH.
6'-0'
OUTLET PPE
\ RAP
PLACE ONE LAYER OF FLIER
FABRIC LNNDM RP RAP.
NOT TO SCALE
19-GAUGE
HARDWARE CLOTH
(1/4 MESH OPENINGS)
and at or above ground level (Figure 6.11d).
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE,
AND INSPECT THE EMBANKMENT FOR PIPING AND SETT.EMENT" WAKE ALL
N
I
7
I
Broadcast at rotes shown above. and prow sprigs into the top 1/2-2 inches of sot with a disk set
NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DENTS
NCDOT /5 OR #57
straight so that sprigs are not brought back toward the surface.
FROM THE RISER AND POOL AREA
WASHED STONE
Mulch - Do not mulch.
GRAVEL. Wfl1 BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
NOTES:
Mokntenonce - Water as needed and mow to 3/4- to 1-inch height Topdrew with 40 Ib/ocre nitrogen in
LONGER DRAINS PROPERLY OR IF THE ROCK IS DISLODGED.
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
Apr., 50 lb in May, 50 lb in June, 30 lb in July, and 25-50 lb in Aug.
5. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH SIGNIFICANT RAINFALL.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING
REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS
THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE
Table 6.11E - Seeding No. 4CP for. Wall -Drained Sand Looms to Sands, Coastal Plain and Eastern Ede
9 Y Dry 9
WHEN THE SEDIMENT WAS ACCUMULATED TO ONE-HALF THE DESIGN
INLET, A MAXIMUM OF 4 FEET APART.
of Piedmont; Low -to Medium -Care Lawns
DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT is REMOVED IN THE
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE
Seeding mixture
DESIGNED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE
THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND
Species Rate
Centipedegross 1G-20 Ib/ocre (seed) or
GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.
BOTTOM. PLACING A 2-FOOT FLAP OF THE WARE MESH UNDER
33 bu/acre (sprigs)
PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A
THE GRAVEL FOR ANCHORING IS RECOMMENDED.
MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT.
Seeding dates
IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBAKMENT TO SLM,FITLY
HARDWARE CLOTH do GRAVEL
Mar. - June
ABOVE GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE
INLET PROTECTION DETAIL
(Sprigging can be done through July where water is available for irrigation.)
REPLACED IMMEDATELY•
AFTER ALL SEXMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY
NOT To SCALE
STABILIZED REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT.
Sol amendments - Apply lime and fertilizer according to Rog tests, or apply 300 lb/acre 10-1G-10.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE
Sprigging - Plant sprigs In furrows with a tractor -drawn tanansplanter, or broadcast by hand.
PROPERLY.
Furrows should be 4-6 In ches deep and 2 ft apart Place sprigs about 2 ft apart in the row with one and
B
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF
at or above ground level (Figure 6.11d)
ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF
Broadcast at rates shoon above, and press sprigs into the top 1/2-2 inches of soil with a disk set straight
STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
so that sprigs are not brought back toward the surface.
REPAIRS TO PREVENT FURTHER DAMAGE.
Mulch - Do not mulch.
7.
RIP RAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED
Maintenance - Fertilize very sparingly - 20 lb/acre nitrogen in spring with no phosphorus. Centipedegrow
STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN
cannot tolerate high pH or excess fertilizer.
SOME LOCATIONS.
8.
ROCK DAM: CHECK SEDIMENT AFTER EACH RAINFALL REMOVE SEDIMENT
Table 6.11t - Seeding No. 5CP for: Wall -Drained Sandy Looms to Dry Sands;
AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ABOUT
ONE-HALF THE DESIGN VOLUME
Low Maintenance
CHECK THE STRUCTURE FOR EROSION. PIPING, AND ROCK DISPLACEMENT
Seeding mixture
AFTER EACH SIGNIFICANT RAINSTORM AND REPAIR IMMEDIATELY.
Species Rote (lb/acre)
9.
INSPECT ALL MULCHES PERIODICALLY AND AFTER RAINSTORMS TO
Pensacola Bahiagraw 50
CHECK FOR RILL EROSION, DISLOCATION, OR FAILURE WHERE EROSION IS
Sericeo lespedeza 30
OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE
Common Bermudograss 10
SLOPE GRADE, RES®, AND REINSTALL MULCH. CONTINUE INSPECTIONS
German millet 10
UNTIL VEGETATION IS FIRMLY ESTABLISHED.
10.
INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF
Seeding Notes
EVENT.
1. Where a neat appearance is desired, omit sericea.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND
2. Use common Bermuda only on isolated sites where it cannot become a peat Bertnudogros may be
EROSION FROM HIGH FLOATS AROUND THE EDGES OF THE DAM. CORRECT
replaced with 5 lb/acre centipedegross.
ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN
DAIS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
Seeding dates
Apr. i - July 15
CHANNEL
REMOVE SEDIMENT ACCUMULATE) BEHIND THE DAMS AS NEEDED TO
PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN
Soil amendments - Apply lime and fertilizer according to soil tests, or apply 3,000 Ib/ocre ground
THROUGH THE STONE CHECK DAM. AND PREVENT LARGE FLOWS FROM
agricultural limestone and 500 Ile acre 10-10-10 fertilizer.
9 /
CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED
Mulch - Apply 4,000 lb/acre gain straw or equivalent cover of another suitable mulch. Anchor by tacking
11.
TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL
with asphalt, roving, or netting a by crimping with a mulch anchoring tool. A disk with blades set nearly
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
straight can be used as a mulch encoring tool.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF
Maintenance - Refertilize the following Apr. with 50 Ib/ocre nitrogen. Repeat as growth requires. May be
A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
mowed only once a year. Where a neat appearance is desired, omit sericea and mow as often as need.
REPLACE IT PROMPTLY.
Table 6.11v - Seeding No. 7CP for: Grass -lined Channels; Coastal Plain, Lower Piedmont, and Dry Sole in the
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE
AREOUATE STORAGE VOLUME FOR THE NEXT PAIN AND TO REDUCE
Central Piedmont
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE
Seeding mixture
BAFFLESRING CUEANOUT SEDIMENT D�TH SHOULD NEVER EXCEED
Species Rote (lb/acre)
THHEWDESIGNED STORAGE DEPTH.
Common Bermudograw 40-80 (1-2 lb/1,000 ft-2)
AFTER THE CONTRIBUTING DRANAGE AREA HAS BEEN PROPERLY
SNBILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT
Seeding dotes
DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
Coastal Plain: Apr. - July
12.
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (yi
Piedmont: Apr. 15 - June 30
HCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY
OTHER IS PROVIDE FLOW FOR
DamsSol
amendments - A time and fertilizer according to son tests, a apply 3,000 Ile acre ground
PPIY 9 PP Y / 9rcu
DAMAGEADEQUATE
SIBSECIUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE
SIBSE E . TAKE R
agricultural limestone and 500 Ile/acre 10-10-10 fertilizer.
MESH DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
Mulch - Use jute, excelsior matting, or other effective channel lining material to cover the bottom of
13.
INSPECT TEMPORARY DNERSONS ONCE A WEEK AND AFTER EVERY
channels and ditches. The lining should extend above the highest calculated depth of flow. On channel side
RYNFALL IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND
dopes above this height. and hi drainages not requiring temporary linings, apply 4,000 lb/acre grain straw
REPAIR THE DIVERSION RIDGE CAREFULLY CHECK OUTLETS AND MAKE
and anchor straw by stapling netting over the top.
TMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED 6
Mulch and anchoring materials must not be allowed to wash down dopes where they can dog drainage
PERMANENTLY STABILIZED. REMOVE THE RIDGE AND THE CHANNEL TO
devices.
BIND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE
s
\ il
�7EE =616, i
�r
. JL
i
-• --_- �.
eawd�` ell AfarrR111ww
OFFSITE=190,586 SF I
I
PRE DEVELOPMENT DRAINAGE AREA TO
LACKEY ROAD (ONSI TE & OFFSITE)
SCALE: 1'=200'
Maintenance - A minimum of 3 weeks is required for establishment Inspect and repair mulch frequently. T
Refertilize the following Apr. with 50 lb/acre nitrogen. 14. 116PECT SFOMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SUPPORT ROPE TO
SGNIFKCANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR WIRE TO PREVENT SAGGING
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS
Refer to Appendix 8.02 for botanical names. ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE
HEIGHT OF THE FIRST BAFFLE PULL THE SKIMMER TO ONE SIDE SO ¢
THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE
SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR
TIE FIRST CELL MAKE SURE VEGETATION GROWING IN THE BOTTOM OF
TIE BASIN DOES NOT HOLD DOWN THE SKIMMER.
OF FEPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES
IF WATER IS FLAYING UNDERNEATH OR AROUND THEM.
Y_ K THE SOMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE
�. EIGN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP
AID DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS
�y D)ES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN
AID REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE
SLIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED. THE ORIFICE CAN BE
REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBERS SNAKE OR
Bt FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
6' MIN RPOSTIOFKNG THE SKIMMER.
SUPPORT POST, 24'
INTO BOTTOM OR SIDE
STAKE TO
SUPPORT HiRE
OMECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY COIR MESH OR SIMILAR, STAPLED OR
RROUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE TRENCHED INTO BOTTOM OR SIDE
SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EIDS1ON DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND NOTE: 700 Gulf" 2 COIR EROSION BLANKET, COIR MESH,
SMLEMENT. MAKE ALL REPAIRS IMMEDIATELY. REMOVE
2-3' S TRASH AND 0 ER DEBRISECESSARY H FROM TE SKIMMER AND POOL AREAS. ALL TREE PR07EC71ON FENCE FOLDED OVER TO REDUCE PORE
COARSE AGGREGATE FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SI2F_ OR OTHER SIMILAR MATERIAL 70 BE USED AS BAFFLE.
SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT
TEMPORARY GRAVEL CONSTRUC77ON ENTRANCE XIT TOE
SKIMMER FROM PLUGGING WITH IOE POROUS BAFFLE CROSS SECTION DETAI
NOT TO SCALE
K:V1utoCAD\2005\20\windermere-estates(7-22-13)-all Iots.dwg
L
NOT TO SCALE
NOTES: GROUND
1. FILTER FABRIC SHALL BE A MINIMUM OF
36' IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE HARE AS DIRECTED
BY THE ENGINEER
2. STEEL POST SHALL BE 5' 0' IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
QMANCHOR FILTER FABRIC SKIRT
AS DIRECTED BY THE ENGINEER
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
EAr.
53 I 52
V
!A
;II II
n.uA�
fir:
�t 11
SKIMMER DETAIL
ppVp
9ANAAM
ORNEA
DIAMETER
(IN.)
1
4
3.0
NOTE: SEE POND DETAIL FOR
ORIFICE INVERT
4 0 Fairdoth Skimmer"' Surface Drain Cut Sheet
J. W. Faircloth 8 Son, Inc.
www.FaWdothSkimmer.com
Z' Vent 11n1eI s AAsnYsm sleeps
4' Sdn 40 wWh OfBnp 8P \ �susoalhdm kVet
CorelKow 4*pica floc \\y
/ 33. 2
T Bch 40 SOLD pvc'be" `y
or'sw
SUPPLED BY USER 3
\1 f
WAYIIR ie>4751
Skknmer shown in
tbefb8 positlorh
3' how, w cfmnpe
3' evaed, male nipple 4' test 4' HEAD an wider of
an oAld end srderha. A kim end in
1. Couplkg can be nernoved and hose attached to gutter using the threaded 3' ripple. Typical
me8ads Ltwd: on a mefel sbticttwe a stets shibohd welded on the site at the bomb, wMh a 3'
threaded oc uplkt or reducers; on a aoncE Structure With a hole or oiMos attire bolter, use a
sleet pleb With a hob out in it and aoupMrg welded to It that Will fit aver time hole in time carwYete
and bolted 10 the strucbire with sselard. f is paseRDb to grout a 4' pvc pipe i1 a hole in the
.sneers b COIN the ".In a but tins Is less seas tlhan otter nail) s.
2. Dknensbrro are epproKYrhate.not intended a plans for construction.
3. Bartel (solid, not roam core pipe) should be 1A thrice the deplh of Water sigh a mire i iurn
ktrgt h d W so the Wet can be pled b tiro side for nwhdm m ce. tt more t1=10' long Weight
mayhem lobe added b Yid to ootiraa the khaaes 1 buoyancy.
4. Inlet bpwa down than 4' madmum met b a 3' barrel and hose. Bel is smeller b radios
buoyancy aid to d envy to Itt Wel but Is Sufficient for flew 1Koligh kilet because of Elope. The
Inlet of can be reduced Left the pig and culler provided to oa - m the auttlow rate.
5. Inlet Is Ir pips between the straps with Rids cut in ttro Wet and AO*Kw" screen door
(smaller then *xmn ki-ii I s*' , ) for access to the 4' khlet and orMlce inekfe.
6. CapaNq 20.109 cubic feet per day mezbWwn with 4' Well and 4' head Wet can be reduced
by Install' g a o.o filer arllloe using the plug ad culler provided to adIEW flow rob for the
particularbasin volune and drawdown time required.
T. Shipped saerribled. Lim glues kid wftmbn and ban kistals vent, ails orfllCa In pig
and attaches to outlet pipe or structure. khckEdes flexible hose. raps, onflce colter, etc.
41ndhCLd TM 11-07 Novernber 14, 2DOT
�� hens
vr 2a/la ¢' tRA P A T'
~ o' rm"ars'a,¢aFee maxaruc n°Wos+rs'"Norih�, 4 7 €
iA10 emaara°"°°MAM atfoomnO,s'flnerc • •,'dq� a Ittlit
i8
a SAW sin AM AMID wa�ee� t[a �r P 1
50 I 49
46 I 45
31
i 33 - _ -\
4..36
37 38
30 I .. �_ _ 39
27 (1 26
65 1 66 1 67 1 115 1 14 A 13 1 12 1 11
Lor s
NIP
awiarnmw sarnew 3
NA 17 PALE a
LOT u
AW
C W M RO ear ET MAY
ohm mom P&G=
LAND aw
�f
char IensEla e1/rflh
6 has warn
S 224DOW w 1047.en' nnAL
1 Loh H nor 12
awes iawlTIA an
am man Peos Arm a
LmmAN rAnna
LAW Li W lNeE PARCEL y AM LARD LM
S MAP CABINET R PAGE 18
22 N 21
�f011i�Illo�Il1E]
INDIAN CREEK
GRAPHIC SCALE
10D a ao 10D 2w 40D
( IN FEET )
1 inch - 100 It
41
IW
19 1 18 1 17
Wr '
Wr 14
NA
fit
°"
= °"°
warms
E 018=0=7
INa£-FAm
PARCIL R Oregon=
Lela kit; MARY
z�
r
111891
M1 LOA I
#Ia 'l I
R I
POND DRAINAGE AREA (ONSI TE & OFFSITE)
SCALE. 1 "=100'
2
R 10 ADD aaIN14
4-13-11
3
FROM 70 ADD Poe CRIMINAL AWL
12-s-1t
♦
A-13-12
a
LEI® ID ADD PIE AEABOP BIT Pe NE1 10 LAC EY park
5-24-12
e
IaveED 10 A AND ewM a oxelDE Pea ear maB:Isa v01106.
7 2a-13
7
MDRSM PER OAMr 10 hERALE IONNNOM VM RNKE-i1AE.T lama.
7-22-1e
REV p
OL9OE'IgN
DOE
\ 1 HLVINUNS 1
STORMWATER & EROSION CONTROL DETAIL SHEET
WINDERMERE ESTATES PUD
NORTHWEST TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
DATE
2-22-10
Ste: too
DRAWN:
JOB
OOP&SURVEYING, P.C.
1194 9fLIPYAIia BOULEVARD JBM
1fDA1BAGTON, NORTH CA1t0IINA 2841E FtROJECT N0:
Phaaa e10-sea-Ba4s 20
/w 910-eaa-6809 I]C11N96 NO. C-2'920
Owaar. T&VOURM. INC. SHEET No.. L
80 LIVINGSTON CHAPEL RD Da= NORM CAROLINA 2e436 8
OF:
,
401h

-----
TOP OF POND 25 YR W.S._ELE 35' R/W
---- = ---
---------------------�:5
CASSADINE COURT
-----------------
FOREBAY OPT
BOTTOM OF FOREBAY s`opF 3, SL
48" RCP CONNECTING FOREBAY do MAIN POND
OUTLET
STRUCTURE
(SEE DETAIL)
_ ____—______25 YR_W.S. ELEVATION = 95.85_ _______
F4 10 TEMPORARY POOL EL ORIFICE
MANENT P
Sena---PER--------OOL EL ----------
FOREBAY & POND SECTION DETAIL
NOT TO SCALE
NOTES:
1. MUHLENBERGIA CAPILLARUS(PINK MUHLY) & SPARTINA BAKERI(CORDGRASS) OR CENTIPEDE
SOD TO BE PLANTED ON SLOPES OF PONDS ABOVE THE PERMANENT POOL & EITHER
PICKEREL WEED, BLUE FLAG IRIS, OR DUCK POTATO TO BE PLANTED ON THE
VEGETATED SHELF.
2. IF THE BASIN IS USED FOR SEDIMENT AND EROSION CONTROL DURING CONSTRUCTION,
CLEAN OUT OF THE BASIN IS SPECIFIED PRIOR TO USE AS A WET DETENTION BASIN.
3. ALL WATER THAT DRAINS OFF IMPERVIOUS SURFACES WILL BE DIRECTED INTO THE
STORMWATER SYSTEM, BY EITHER RAISING AND SLOPING SITE TOWARDS THE STREET,
PIPING TOWARDS THE STREET OR GUTTERING AND SPILLING WATER INTO FRONT YARDS
THAT DRAIN TOWARDS THE STREET(ALL ROOF DRAINS MUST BE DIRECTED TO THE PONDS).
4. ENERGY DISSIPATORS TO HAVE FILTER FABRIC UNDERLAYMENT.
5.IF THE PONDS NEED TO BE DRAINED FOR MAINTENANCE OR AN EMERGENCY A PUMP
IS TO BE USED TO DRAIN THE PONDS.
44.83'
TO CB-24
(SEE PLAN VIEW)
K:\AutoCAD\2005\20\windermere-estates(7-22-13)-all lots.dwg
10' WIDE
VEGETATED
SHELF
BOTTOM OF POND
SLOPE=0.0056 FT/FT
�N 1.5' I MIN.
SPILLWAY SWALE DETAIL
N.T.S.
416.39'
NOTE: PERMANENT POOL CONTOUR IS DIMENSIONED.
POND #1-FOREBARY DETAIL
SCALE. 1 "--20'
w�
POND 5 OP
10'
WIDE
VEGETATED
SHELF
BOTTOM OF
DITCH=87.46
ENERGY
TOP OF DISSIPAI
POND
TOP OF BANK=91.24
TOP OF BANK=93.62
BOTTOM OF
DITCH=87.83
79'--I---4' 1 5.97'
EXISTING DITCH CROSS
SECTION A -A CETAIL
N.T.S.
OUTLET STRUCTURE DETAILS (FEET)
POND
BOX
INSIDE
SLAB
GROUT INSIDE
THICKNESS
BOTTOM OF BASE
ELEVATION
1
1 4x4
I 7x7x0.5
0.5'
1 90.0
WELDED BAR
TRASH RACK
BOLTED IN PLACE
4' OPENINGS
PVC ORIFICE WITH GRAVE
90' ELBOW DOWN
I»UAff; iTi7
1
6' THICK PRECAST
OUTLET STRUCTURE
ELEV. UOUTLET PIPE
PRECAST CONCRETE BOX/
OR EQUIVALENT . 12' EXTENDED BASE
6' THICK
EXTENDED BASE OUT
NOTE ALL OUILM SHALL BE PROTECTED BY TRASH SCREENS.
THE TOP OF THE RISER SHALL HAVE A TRASH RACK MADE OF
NUMBER 5 REBARS WELDED TO ANGLE FRAME FRAME SHALL BE
ATTACHED TO RISER SO AS TO BE REMOVABLE FOR MAINTENANCE
OUTLET STRUCTURE DETAIL
NOT TO SCALE
BOTTOM OF
DITCH=87.69
TO POND #1-
MAIN POND
(SEE PLAN VIEW)
TO CB-22
(SEE PLAN VIEW)
ri
OUTLET STRUCTURE
148 21
rn
:: FI
NOTE: PERMANENT POOL CONTOUR IS DIMENSIONED.
TO POND #1—FOREBAY (SEE PLAN VIEW) POND #1-MAIN POND DETAIL
SCALE. 1"=20'
TOP OF BANK= 92.91
TOP OF BANK= 93.50
BOTTOM OF
DITCH=87.71
0. 42'--I --3. 36'--4--10. 80'
EXISTING DITCH CROSS
SECTION B-B DETAIL
N.T.S.
LACKEY -
RD
(60
,mop a
I • o
PATH
L LENGTH
1 459)
18. 5X27.22'
RIP RAP
SEC T1ON,
1KNE-SS=1. 5'
STORMWATER & EROSION CONTROL DETAIL SHEET
WINDERMERE ESTATES PUD
\ NORTHWEST TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
cli
SCALE. 1 "--20'
wTF-
7-29-11
ALE:
N.T.S.
DRAWN:
JCB
MALPASS ENGINEERING & SURVEYING, P.C. CHECKED:
1134 SHIPYARD BOULEVARD JBM
R11.IlRNGYON. NORTH CAROUNA 28412 PROJECT NO:
Phone [phone]PA3 20
Tex 910-392-0203 LICENSE NO. C-23w
o.ner: 1MBE%1ND. INC. SHEET N0: 3
eye uNNcsroN CHAPEL RD
DELCO. NORTH CARp1NA 28�36
or:
GEM
. . S l0ie

DOGWOOD RD
I F[;FNfI-
1
(sR. 7428)
PROPOSED CENTERLINE
-
PROPOSED RIGHT-OF-WAY
CKEY RD
W
EXISTING WATER MAIN
R. 1459)
-• •-
PROPOSED WATER MAIN
Y RD.
PROPOSED FORCE MAIN
ti Er
)
- - - - - - -
PROPOSED SETBACK
S17E
.
--------------
PROPOSED UTILITY EASEMENT
1---�/i.
-- -- -
PROPOSED BUFFER
98
EXISTING CONTOUR
EW,JACKSON HWY
PROPOSED FIRE HYDRANT (F/H)
74/76)CENTERLINE
OF PROPOSED TRAIL
CENTERLINE OF EXISTING DITCH
PROPOSED INLET PROTECTION
MACO RD.
PROPOSED LIMITS OF DISTURBANCE
k £ ®
PROPOSED CONSTRUCTION ENTRANCE
VICINITY MAP
occ.
PROPOSED CLEANOUT
NOT TO SCALE
°wM.
PROPOSED WATER METER
096.49
EXISTING DITCH INVERT
- -
PROPOSED SWALE
NOTES:
INDEX
1
COVER SHEET-SdEC & STORMWAIER
IDA
PLAN PROFILE -SANITARY SEWER
15B
SANITARY SEN£R DETAIL SHEET
2
STORMWATER & EROSION CONTROL DETAIL SHEET
10
PUN PROFILE
15C
SANITARY SEWER DETAIL SHEET
3
STORMWATER & ER09ON CONTROL DETAIL SHEET
ll,
OFF -SITE FORCE MAIN PROFILE
16A
WATER & SANITARY SEWER DETAIL SHEET
4
NCDOT DETAIL SHEET
124
WATER DETAIL SHEET
166
WATER & SANITARY SEWER DETAIL SHEET
5
NCDOT DETAIL SHEET -
12B
WATER DETAIL SHEET
16C
WATER & SANITARY SEWER DETAIL SHEET
6
NCDOT DETAIL SHEET
12C
WATER DETAIL SHEET
160
WATER & SANITARY SEWER DETAIL SHEET
'.. 7
NCDOT DETAIL SHEET
12D
WATER DETAIL SHEET
16E
WATER & SANITARY SEWER DETAIL SHEET
SA
PUN PROFILE -SANITARY SEWER
72E
WATER DETAIL SHEET
16F
WATER & SANITARY SEWER DETAIL SHEET
8
PLAN PROFILE
13
SANITARY SEWER DETAIL SHEET
16G
WATER & SANITARY SEWER DETAIL SHEET
9A
PLAN PROFILE -SANITARY SEWER
14
SANITARY SEWER DETAIL SHEET
17
LIFT STATION DETAIL SHEET
9
PUN PROFILE
15A
SANITARY SEWER DETAIL SHEET
18
LIFT STATION DETAIL SHEET
1. SITE AREA - 796,155.66 SF = 18.28 AC.
2. DISTURBED AREA - 749,408 SF = ±17.21 AC. VEMENT
4
Na
=C65 -1 2X y
G'
nxx � m Ieo00
ao n � I �1nA
A N z>
rim n 4a O Na
ON
4. SOILS ON SITE 3. NO WETLANDS ARE MAINSITE LY BARYMEADE(BDB} NORFOLK(NOB & FORESTON(Fo). OF PP \9� -' 477S OF DISTURBANCE ODED AREA RUNSWICK INDUS (ENLARGED SALE IA'V 94.40
5. 20' STREET BUFFER ALONG MT. MISERY RD AND 30' PERIMETER BUFFER ALONG EQGE DEED BK• lggg� P WAREHOUSE LLC"T
OTHER BOUNDARY LINES TO BE UNDISTURBED. EXCEPT WHERE SHOWN, TO R 0) EX. SMALL SPOIL AREA G•0519 \ N
PROVIDE A VEGETATIVE FILTER BETWEEN THE -DISTURBED SITE AND THE B0 F u� RE • PARCEa WED: RR ` rn
ADJACENT PROPERTIES. R t .r F- LAND A' 01600023 N {' 6. BOUNDARY & ON -SITE TOPOGRAPHIC SURVEY BY HANOVER DESIGN SERVICES, RIME .� M USE.• WOODED I °j rn I
7. DEVELOPER & CONTRACTOR SHALL MONITOR SITE CLOSELY. IF THERE IS ANY E.I.P. 30' Gfl I N 30200 AREA �.
INSTAINDICLLED ALONGION THAT SMEMENT WILL LEAVE THE SITE THEN SILT LIMITS OF DISTURBANCE LINE AT THE FENCE SHALL
BE/- - - , 5., E. 1026.46' DRAIN PROPpS rn
I _ I I I- - - 30' AGE EASE ED� k o
B. ALL GRAVITY SANITARY SEWER MAINS TO BE 8' PIPE WITH MINIMUM 3' COVER 2 I 1 pER/,y MENT
UNLESS NOTED OTHERWISE \ CAL
I oZ I I 1 I I- - - - (EX. V£ ETER BU (W/DTH VA _ T'
9. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 3'. .� /'- 224 1 GET'7A R/ES
10. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER IS TO BE 10' BETWEEN X. DI H 23 I cZ I 225 226 I I I 50 I r MEET Bu )4.81
�. 227 I I I I r- REO.) AVV= m ,\ .�
EDGE OF PIPES. -� 222 15 R R I 1 1 49 g099#
.010 x I 1 1 I I I I , I- --- 24' I Z I
11. A 24 IN. VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER \ 1 Nlov I �_76 I I RGp 2
AND SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED. \ m I 1 I 1 I-" - - - OPEN SPAC m
12. VERTICAL SEPARATION BETWEEN WATER AND SANITARY SEWER; 220 ++ 0 7 f 1 1 I I I I 4
�\ \ -wM. wA. INV=g29 CB- 1 1 I I I 1 46 1 1 r - (7t8,57267 SF OLD NAIL
WATER OVER SANITARY SEWER: >18' OR USE D.I.P. (ON BOTH) 10' ON EITHER / \ --�- 17 I I i ��� I I � N I
SIDE OF CROSSING. \ �14 LOCO- WAD.-T�97.6f I I I 1 I 1 I r-
SANITARY SEWER OVER WATER: USE D.I.P. (ON BOTH) /0' ON EITHER SIDE OF / \ 98\ �� o o WM. --C /Nl�g/ �-1 L I I I 45 m U
CROSSING. co \ / �� 'O -I 1 I =85.28
13. VERTICAL SEPARATION BETWEEN WATER AND STORM SEWER; \ t�' 96.98 W M !^-- LyV g .� L 6' LgOO I I I I I / _� -�-� OUTLET S7RI/C >r/RE NV=g1.16
\1 t5 1 RCA B' G V. P 1
96 0
WATER OVER STORM SEWER: >78. OR USE D.I.P. ON WATER 10'
ON EITHER SIDE OF CROSSING. ' \ .Jo _ I
STORM SEWER OVER WATER: USE D.I.P. ON WATER 10' \� i I1CR �-� .M I I I 42
ON EITHER SIDE OF CROSSING. 219 - -- - 97.39 _� CO C p. - - - � I I l L4 W
14. ALL SANITARY SEWER MANHOLES WITH A DROP OF 30' OR GREATER SHALL \/ y -�1$_- JO' /ppa TB' �•86 E DIT L - - _ 1 ce- 1 1 / �\ CB -
HAVE AN INSIDE DIAMETER OF 5' VATH AN INSIDE DROP STRUCTURE / ' �� /NV= -`♦ RLP �_ M_ CO ---- _J_=g 9 I 1 1 1 / / ♦\�\ .�o's (AO
15. UFT STATION & SANITARY SEWER MANHOLE MANUFACTURER IS RESPSONSIBLE / ig �?�E��Pt 9'L� 1///vvv ' r - _ �'�-�1 CO - _/NV g2 -1 L_ I 1 / / ♦♦ ro.�
FOR ENTIRE STRUCTURAL DESIGN (REINFORCEMENT, THICKNESS, ETC.) OF LIFT 218 _ ' - / / \ ♦♦ a'N y
STATION & SANITARY SEWER MANHOLES. IC.O r�.1 .I•L 1 A 1 -_�_ 68 _ CO. - - / / \♦ a 111 '
16. SANITARY SEWER WITHIN 50' OF WETLANDS MUST BE EITHER PVC WATER MAIN / / �� SPACE W'M W. '� \♦ a �'
/ �\• / 9 LE PICNIC AREA FO 1 FI-11 32 I Cg �8 ---_- M C 24' RCPtv,`,y / / 41 ♦♦ I H'1
PIPE OR DUCTILE IRON PIPE, & MEET WATER MAIN MATERWS, TESTING METHODS, WM i (4,2123 SF ]V.° 11 9704 1 j3c 18 IB' RCp 716 ♦♦ / �\\ N
& ACCEPTABILITY STANDARDS (15A NCAC 18C). SANITARY SEWER MANHOLES 217 / 229 1 ' S 1 T74 1 /NV:g293 r - _ 'M. W.,1/ �'� _ ` �\ POND m
MUST BE GREATER THAN 50' FROM WETLANDS, AS MEASURED TO THE CLOSEST �yM / �/ 1 ,o ^1KODn=89.64 GRgVTry - C. O ♦ \ / OP N SPACE 'O
OUTSIDE EDGE OF THE MANHOLE C I - O. !.� �� \ .
' ' I C ° W. -♦♦ \ e' SOR 35 P / ^\
17. NO PIPE JOINTS SHALL BE INSIDE ANY INTERFERENCE STRUCTURE / / / -W.M 'g. ♦ / \\ (45,077.9 SF) I
18. PRIOR TO INSTALLATION OF WATER, SEWER, & FORCE MAINS CONTRACTOR IS TO 1 230 -27 - - J I I - _ ♦ GRAVITY s MR / \
NOTIFY THE ENGINEER WITH MALPASS ENGINEERING & SURVEYING, PC AT C. 242 Av T TC=96 r 1 . C 1 I I I I I , SSVy' 0 CO 3j ♦ \
910-392-5243. I C ' �N)_N 92.48 1 i �' - - -- m I TOP=-12 C8-?O - - w ♦•6 ♦ / / \ 10' SRMMWATER
0 /C 0 /NV: 1 1C=g6. 1 I 1 1 I 97 66 I �7C� - _ M D ♦ \\ N.
19. DEVELOPER AND/OR L07 OWNER CAN NOT PLACE VERTICAL OBSTRUCTIONS, L - - i .p I sOB 1 ] I /NV= .5 I 1 Ialq'OU 111 I AVV gj g - \ C' V / / \ \ MAINTENANCE E
FENCES, WALLS, ETC., IN EASMENTS. -' 1 4 92.54 I I 1 I 1 /N I 23 - . \ 'o \ \\ CCESS EASEMEN
8' 1 / I I VYOUTj=91. SSMH-l3 �� < \
20. ALL CONSTRUCTION TO CONFORM TO APPUCABLE LOCAL, STATE, & FEDERAL STIR S P _7 41 I K, I 33 I 1 1 I 1 3Q 4' SDR 3s P I N TL7P=g7 g2 ♦♦ o`
REGULATIONS & CODES GRAVITY y�- �, M MI 97. 5 1 231 1 1 I 31 Ir L_-_ _ I 34 1 I �7RANTY SE• / KHN)=9228 ♦♦ \ \ 40
21. NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SITE NO WARRANTY IS 1 T N = 2 m IN,NI L 1 J 1 I I I / 1 OUT):g218 I ♦ \ 1i ? m Ao y k I F
EXPRESSED OR IMPLIED FOR SUITABIUTY OF SOILS. OWNER/CONTRACTOR SHOULD 6' c9oo OR T8 I 9 1 L _ 35
yH M 1 1 - _-1 I I I I \ \\
CONSULT WITH A GEOTECHNICAL ENGINEER FOR SOILS INFORMATION. ANY r -"PVC-WATER MAIN 1 L - I 36 1 \ L
UNDERCUT & REQUIRED REPLACEMENT WITH SUITABLE MATERIAL SHALL BE THE I 232 - JI -�•� -- = I I I I I I 1 U \ \ \ 1 I o m o
RESPONSIBILITY OF THE CONTRACTOR. 1 • I 0 I SPq�• (4831.75 M !- L _ 37 1 1 1 OPEN SP it 1_ - A TEMPORARY m O m
I - - - - - - p I PICNIC AREA I ,
22. ALL STREETS TO BE DEDICATED AS PRIVATE, BUT FOR PUBLIC USE. STREETS o 215 1 o G 01 �Es FDv� SIT') I 1 - 1 Cf _L - - I 38 l�� 1-- ', o
W 0 UFT i 8'I SOR 35 PVC ZO �' '�'7 90' - = =) L. 1 1 39 1 (3,458.88 SEL- L 1 -_ POROUS
SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. IC . (GRAVITY SEWER .J
23. ALL ROAD MATERIALS SHALL MEET NCDOT STANDARDS. 2 0 '?01 ERA 7DR P GRAB PVG 1 ' 1 / N BAFFLES O < n
24. THERE SHALL BE NO ENCUMBRANCES WITHIN THE RIGHT-OF-WAY.
25. WHEELCHAIR RAMPS TO BE NCDOT STANDARD. WHEELCHAIR RAMPS TO BE W 1 1 39
MAINTAINED BY THE HOMEOWNERS ASSOCIATION. (n 214 lµ .14 AN7ENN •5' 1 CB-24
26. ALL COMMON AREAS/OPEN SPACE SHALL BE DEDICATED TO AND MAINTAINED O '' 7C 9754 TC=96.46 ! Y+ 1 0
BY THE HOMEOWNERS ASSOCIATION. .p 0] ! TC=97 541 M W IN 0 INV=89.40 - - - J1 R� POND ' O m' O
27. A RECORDED DRAINAGE EASEMENT IS TO BE PROVIDED FOR EACH POND = o INV 92. 3S C INV=89.0 OPEN ACE I V x
INCLUDING ACCESS TO NEAREST RIGHT-OF-WAY. DO DO L, h 1 o I (33 ]g sF)
28. ALL ROOF DRAINS TO BE DIRECTED TOWARDS DRAINAGE SYSTEM & POND. DO � V 213 1 0 1 C.01 AREA U T 1 1 r-
29. BUILDING PADS ARE TO BE A MINIMUM OF 1.5 FT ABOVE BACK OF CURB IN C O W 6 10 W M m o v N a v o
FRONT OF EACH LOT BASED ON STRAIGHT UNE OF HIGH POINTS (THEREFORE, Z V' ` ? I-- Oj P 1 USABLE OPENI rn v 01 of m o m
THE BUILDING PAD ON A LOT LOCATED AT A LOW POINT ALONG THE ROAD WILL r N `' �i I 7 0i1 1 S'ACE (42/8.41 ) C m o i
BE GREATER THAN 1.5 Fr ABOVE THE ACTUAL BACK OF CURB.) Y : W 212 1 1 8' SDR 26 PVG ESM . _ _ _ _ _ 1 t_n = m tn''�o�"
CONTRACTOR/BUILDER SHALL SWALE LOT LINES &BUILD UP LOTS GREATER Z p n pOj O` I 'G GRA NTY SEWER WELL I I U ! o yW `�we2xm 2
THAN THE MINIMUM SPECIFIED IF NECESSARY TO ENSURE POSITIVE DRAINAGE OF n m O O 1x B�R� 1 IN GRAN ) �• VAULT961461 1 - WAUCINC TRAIL i- '` I�SABL£-'OPETt SPACE=10''POIVD'-PERTM' 38.89"31' -+ m o•• �o
O t1 _ VALVE CB-25 CENTERLINE O 1 I J x o f o o-
RUNOFF FROM THE REAR OF LOTS TO THE ROAD IN FRONT OF ITSELF. C A O Z -i E'I�'- M W. 236 IN 4.5b IN
z u� MW '--�� _ m 1 Qn ''�,��A�'m
IT IS THE CONTRACTOR'S RESPONSIBILITY TO RAISE &SLOPE LOTS ADEQUATELY rl n O 1 1 6 K 1 I TOP=96. I - - = _ - _____________________ c __________ ____-_ ____ ________ _ _____-_____ _______ I__ 1 _-----------------------
30._ o I g Qx
TO ENSURE POSITIVE DRAINAGE TOWARD STREET. ' • 19 N w C D �v.M r. 1 IN ) 7r. 233 Z ' j TNVrIN))-17`e87.15 r 1 - - - - f0' S TER MAJNIENAN rACCESS EA - - - r - - - r - - - n PROPOSED 6� DR 18 PYG �W.I MAN
31. THE CONTRACTOR/DEVELOPER SHALL ENSURE STORMWATER ON ADJACENT r 0 T> V7 r- ___ C8-12 1 r L IN )=91.90 H-16 ` µ, > I INV(IN)-E=86.71 I I I I I I I I ( I I I I Pw I" I I I I I I I I a ^1 V p A c
PROPERTY IS NOT HINDERED FROM FLOWING OFF THEIR PROPERTY DUE TO Z -1 r TL�9r1. r` , C.0 IN 7)=91.80 =99.0 N OU -B6.61 27 26 25 24 23 22 21 0 w 17
DEVELOPMENT. Z O Y 1 . Wm i- -- 6 �00 A 11 1 I I 1 I I ( I I o 32. MANHOLES, CATCH BASINS, AND DROP INLETS SHALL BE SIZED APPROPRIATELY I 1 I I I I I I I I I 1 1 I I 11 a
TO ACCOMODATE OVERSIZED PIPES. O m r 211 t o ; USABLE r 77=86.11 234 I i I I I I I I I I I I I I I 1$
33. ALL TELEPHONE, ELECTRIC, GAS AND TELEVISION SERVICE UNES SHALL BE y 01 \ � OPEN SPACE 3 1 .. fR STIR J5 PVC TOA(� M 1'1
o V, \ ^ 2 PICNIC AREA ic.0 1 �RAVITY SEWER I I I I I I I I I I I I I I I 1 1 1 1 I I �H_f l l I m icy yzi
_
INSTALLED UNDERGROUND. y O D 1 ♦ hn i 1^- (5,162. 18 SF) 1 28 I I I I I I I I SSMH-2 I I I I I I I I I I I I I 70P=96.82
34. ANY OFF -SITE DISTURBED AREA SHALL BE SEEDED &STABILIZED MATH C O O �1 \ 10) 1 SSMH-4
EXCELSIOR MAT OR MULCH AT THE END OF EACH DAY. A N Ln= 210 5 \ = E 235 a m j '0 1 TOP=97.15 I I 1 1 1 1 1 1 I TOP=96.38
35. UPON COMPLETION OF ANY PHASE OF ACTIVITY SIDE SLOPES WILL BE Z (.J O O 2 I INVV((lN)-5=88.42 I 09-6 35 PVC INV(lN)=89.501 I �_4 I I - - - „1,,,,,, 18 I I FI 1 I CB -I I I It I I N -�
SEEDED/STABIUZED WITHIN 21 DAYS OF NO CONSTRUCTION, ALL OTHER O C N \bra C8-9 0 I INV(N)-N=87' L �97_0- J L_ - - - J L - - - ' J �14'oUl $g J L Tt�96.62 cE - , I - B� T = I L - - - J - _'' a m � m
I INV=92.90 A St WE7t T" t� INV�'F.42
DISTURBED AREAS WILL BE SEEDED/STABILIZED WITHIN 15 DAYS OF NO N �^ \ \-T�96.95 i • � ♦ 7N1•'1`OU�:87 7 _ _-__----_ -INV_92.50_ _ �i . ♦`____ _ - ___--___
.� __ _ _ M.
CONSTRUCTION. m ♦ 0 \ NV= 8 SOR 35 PVC GRAVITY SEWER �> p - _ wM _S _ CO co W W,N CO Gp WM CO .O N'M .4l CD 1 W4H G'0 Cp N'M W.,11
_ 209 �`o -- -- -- -- -- - - - - -
~ 42' RCP 6 G.V. • 97.42 18 RCP 97. ODOT STAN 18 RCP 6
208 / �♦ 18' 6 V. IN:R RCA 96 18' RCP E-L97.60 CA NE COURT (35' IVA7E R/W) 9 .39 24 RCP 6' G WCR 24 RCP .31 96.56 -,; = _ vto
t
SDMH-I
TOP-97.75 o I
SEWER NV-91.48 "1 1
p. MAIN 3o' RCP i
G LIMITS aF DISTURBANCE' '
18" MIN J UI L
WATER MAIN OLD FJOATONE LINE J. 17' y
LINE MARKER pl_2 9
TOP-97.0 \
/ 99 INV=91.70
♦C MERRYWGODS SECTION 3 S 243854" W 225.62'
18 MIN l M.C. 17 PAGE 442
LOT 44
WATER &SEWER SERVICE N/F
PENNINGION DARRYL A ETUX CONNELL N
TAP SEPARATION DETAIL DEED ZONED.
1260
NOT TO SCALE PARCEL At 0160002844
GENERAL NOTES: LAND USE. RESIDENTIAL
1 PROJECT TO BE BUILT TO COUNTY SPECIFICATIONS FOR WATER AND SEWER. A UTIUTY
E.I.P.
BRUNSWICK N/F
DEED BK 199 PG -
WAREHOUSE fAL WAREHOUSE LLC
8
PAR ZONED:IG
LAND () 01600023
- WO
SEE EX/SIING Ol , I I I n
sEcnoN TCH CRoss
C/L SEABOARD COASTLINE 9orroM EDGE B-B DETA7t
RAILROAD y EXlEX IVONG D/%°H A
DV
EX 24" RCP - A
_ LA/NV g934
CK
(60' R/W (S R. 1459)
APPROX. LOCA770N OF
EY RD.
ZONING CHANGE - 785'x2722'
ADJACENT _ - RIP R.tP
PROPON ERTY -�_ SECTION,
/NV g9 B
SPILLWAr INtA-9q. ,o
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203
202
201
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965T)=87. 2 l 4 INLET �cTION (') I 3! OD
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TOP=97.50 30' PERIMETER BUFFER
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a
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(EX. VEGETATION TO MEET BUFFER REQ.)
OOX b
m op
S 22'06'56" W 104781' TOTAL
c`a
E.I.P.
(CONTROL)
m
�
o0n
(CONTROL) LOT 9
LOT 11
LOT 12
LOT 13
LOT 14
nz N$
_
ao0
N/F
LOT 10
N/F
N�
N/F
N/F
�38A�o I
�J
=myo
�yox
BROWN KOREY & STUART GIORDANO
N/F
CONNETTE
CHARNOFF PHYLLIS
ROBBINS LOVATTA
ROBBINS LOVATTA
ROBBINS LOVA TTA
LOT 15 N 5 1 w
�2
DEED BK: 2890 PG: 1363 DARRYI. ET EVELYN DEED BK: 2499 PG. 0375 DEED BK. 0834 PG: 0958 DEED BK. 1008 PG. 0210 N/F m oA c' it °
PLAN MUST BE SUBMITTED AND APPROVED BY ENGIEERING AND EMERGENCY MANAGEMENT. MERRYWOODS SECTION 3 DEED BK: 1325 PG: 0773 ZONED: RR DEED BK: 0834 PG. 0958 BLANKS RODNEY 0 Er R.� x n n
2. A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF LOTS AND ZONED: RR ZONED: RR ZONED: RR DIANE L GRADY r o o Z =' I i
MEMBERSHIP WALL BE AUTOMATIC UPON PUR(7HASI= WITHIN THE DEVELOPMENT. M.C. 17 PAGE 442 ZONED: RR PARCEL ZONED: RR o O v I z PARCEL 0160002513 #' 0160002515 PARCEL # 0160002517 PARCEL #• 0160002518 DEED B2•Two PG`D358
3. THERE SHALL BE A NOTE OF THE FINAL PLATS, MASTER COVI7JANTS, AND DEEDS SHOWING # PARCEL PARCEL IjF.• 0160002516 zavED: RR n e o e
THE LOCATIONS OF WETLANDS AND NOTING THAT THOSE AREAS MAY NOT BE FILLED, LOT 43 LAND USE.• SINGLE-FAMILY RES. #' 0160002514 LAND USE, SINGLE-FAMILY RES. LAND USE. SINGLE-FAMILY RES. LAND USE: SINGLE-FAMILY RES LAND USE. VACANT PARCEL 0/60002519 0 n ° A
DISTURBED, OR ALTERED IN ANY WAY UNLESS PROPERLY PERMITTED BY THE NC N/F LAND USE. • SINGLE-FAMILY RES z m
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND/OR THE U.S. ARMY CORPS
OF ENGINEERS. CRANFORD RICHARD ET KAY^i4.}1sE: SINGLE-FAMILY RES
4. COUNTY AND STATE STORMWATER PERMITS MUST BE OBTAINED PRIOR TO ANY DEED BK. 194J P0830 o ~
CONSTRUCTION. NO NATURAL DRAINAGE AREAS WILL BE CUT OFF OR DISTURBED BEFORE G
ZONED: RR INDIAN CREEK EST TES MAP CAB/NE R _ I A43
OBTAINING THE PERMITS. e y n A
5. THERE WILL BE A MINIMUM OF 2 OFF-STREET PARKING SPACES PER HOME OR TANTS A E PARCEL f.• 0160002843 C-ur.a 1J � I� A ±
6. THERE SHALL BE A MINIMUM OF 3 FEET OF CLEARANCE AROUND ALL FIRE HYDRANTS AT
ALL TIMES. LAND USE. RESIDENI7AL
7. NO HERITAGE TREES ARE ON SITE. I�
8. ALL STREET LIGHTING WILL BE INSTALLED IN COMPLIANCE WITH SECTION 8.8.4 OF THE UDO.
9. THE HOMEOWNERS ASSOCIATION WILL COMPLY WITH THE CONDITIONS SET FORTH IN SECTION
8.9.2.H. OF THE BRUNSWICK COUNTY UNIFIED DEVELOPMENT ORDINANCE.
10. A TIA WAS NOT REQUIRED.
NOTES
1. BOUNDARY SURVEYED IN AUGUST OF 2003.
2. AREA COMPUTED BY COORDINATE METHOD. 35' PRIVATE
3. FOR REFERENCE SEE AS NOTED. 10�
4. ENCROACHMENTS FOUND AS SHOWN. UTILITY 1.5' SF9.5A OR 1.5' SF9.5B ASPHALT
5. ON -SIZE TOPOGRAPHIC SURVEY PERFORMED IN NOVEMBER OF 2003. ESMT. 5' I 1.5' 2' 9'
6. ELEVATIONS AS SHOWN BASED DN ASSUMED BENCHMARK. 1 4':1' 1 1'W 1 4•.1'
LEGEND
°jII I i m m
5 C)S]E C�I1TI..Y
2'-0" 6
3 ...
1.5" SF9.5A OR
1.5" SF9.56 ASPHALT
10' '.
UTUTY
ESMT. ^
E.L =EXISTING IRON PIPE SIDEWALK GRASS GRASS
El. =EXISTING IRON 6' ABC SICNE
E.C.M. = EXISTING CONCRETE MONUMENT TYPE N' OUR NOTE CONTRACTOR TO INSTALL STONE
FOR REFERENCE SEE D.B. 180 PG. 670 FOR
THAT MEETS NCDOT STANDARDS.
D.B. 194 PG. 115 TYPICAL STREET SECTION
D.B. 194 PG 117 NOT TO SCALE
K:\AutoCAD\2005\20\windermere-estates(7-22-13).dwg
I - 1 � 6" CRUSHED STONE(ABC) 50
iD
TYPE 'H" CURB AND GUTTER
SD 7-04
NOT TO SCALE
UNK TO NODE RA770 = 8 LINKS / 6 NODES = 1.33
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 n
200
2
REVISED PER MUM-= TO ADD SILT FENCE AND MM NOTE /2.
4-1-f0
3
REVISED PER NMEMR-LOS TO ADJUST NOTE
4-0 10
4
REVISED TO SMOw DEVEIOPIENr.
8-1-11
S
REVISED PER IRIRQIICM O MY TO ADAST SNDMY SEWER CRIWIP/ MOL
11-2-11
e
Tm PEAW18205 Pc 455
2-13-12
T
REVISED M ADD 5' KIX VALVE & EXISTING DRCH BMW ORAOES. ADJUST LOCATION OF EIAROOR.Y
SNLLRAY, POND OUTM PIPE. & UMTS OF DRRMBINCE AT POND OUTFALL. AND RMM DRIVEWAY
CULVERT.
4-13-12
8
REVISED TO SNOW ADDITIONAL En51.10 011dl KAM SOUTH OF CISSPORE COURT.
5-24-12
9
REVISED PER SRUNSWM COUNTY.
5-23-12
10
CON ECT= PONDS. • ! rw
7-26-13
REv Mo.
DESCRIPTION
DATE
� 1\11111NIt 1
0. ***.9810
SEAL
g3e23�
��i✓f�:VGIN�� �`�
DATE:
2-26-10
SCALE
1'=50'
DRAWN:
JCB
MALPASS ENGINEERING &SURVEYING, P.C.
CHECKED'
1194 3H�YARD BOULEVARD
JBM
11BJmWGTON, NORTH CAROLINA 28412
PROJECT NO:
1'hoae 910-892-6243
20
Fax [phone] LICENBE N0. C-2320
Owner: TIMBERUND, INC.
SWEET N0:
846 LIVINGSTON CHAPEL RD
DELCO, NORTH CAROLINA 28436
Q

Permanent Seeding
Specifications /6.11 - Specifications
(Specifictions are as per the 'Erosion and Sediment Control Planning and Design Manual' of the state of
North Carolina)
Table 6.11p - Seeding No. 1CP for. Well -to Poorly Drained soils with Good Moisture Retention; Low
Maintenance
Seeding mixture
Species Rate (lb/acre)
Tall fescue 80
Pensacola Bohiagrass 50
Sericea lespedeza 30
Kobe lespedeza 10
Seeding Notes
1. From Sept. 1 - Mar. 1, use unscarified sericea seed
2 On poorly drained sites omit sericea and increase Kobe to 30 lb/acre.
3. Where a neat appearance is desired, omit sericea and increase Kobe to 40 lb/acre.
Nurse plants
Between Apr. 15 & Aug. 15, add 10 lb/acre German millet or 15 lb/acre Sudongrass. Prior to May 1 or after
Aug. 15, odd 25 lb/acre rye (grain).
Seeding dates
Best Possible
Early spring: Feb. 15 - Mar. 20 Feb. 15 - Apr. 30
Fall: Sept. 1 - Sept. 30 Sept. 1 - Oct. 31
Soil amendments - Apply lime and fertilizer according to soil tests, Or apply 3.000-5,000 lb/acre ground
agricultural limestone (use the lower rate on sandy sots) and 1.000 lb/acre 10-10-10 fertilizer.
Mulch - Apply 4.000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor straw by
tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set
nearly straight can be used 0s a mulch anchoring tool.
Maintenance - If growth is less than fully adequate, refertlize in the second year, according to sod tests or
topdress with 500 lb/acre 10-10-10 fertilizer. Mow as needed when sericea is omitted from the mixture.
Reseed, fertilize, and mulch damaged oreas immediately.
Table 6.1lq - Seeding No. 2CP for. Well -to Poorly Drained soils with Good Moisture Retention; High
Maintenance
Seeding mixture
Species Rate (lb/ocre)
Toll fescue (blend of two or
three improved varieties) 200
Rye (grain) 25
Seeding dates
Best Sept. 15 - Oct 15
Possible: Sept. 1 - Oct 31 or Feb. 15 - Apr. 30
Sol amendments - Apply lime and fertilizer according to soil tests, or apply 3,000-5,000 lb/acre ground
agricultural limestone (use the lower rate on sandy sods) and 1,000 lb/acre 10-10-10 fertilizer.
Mulch - Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor straw by
tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A dusk with blades set
nearly straight con be used as a mulch anchoring tool.
Maintenance - Fertilize according to soil tests or apply 40 lb/acre nitrogen in Jan. or Feb., 40 lb in Sept.,
and 40 lb in Nov., from a 12-4-8 , 16-4-8, or similar turf fertilizer. Avoid fertilizer applications during
warm weather, as this incenses stand losses to disease. Reseed, fertilize, and mulch damaged areas
immediately. Mow to a height of 25-3.5 inches as needed.
Table 6.11r - Seeding No. 3CP for. Dry Sands to Sandy Looms;
High Maintenance, Fine Turf
Seeding mixture
Species Rate (bu/1,000 ft" 2)
Tnfway or Tnfway II Minimum: 3
hybrid Bermudagross Rapid cover: 10
Seeding Notes
1. Sprig or sod (Practice 6.1Z Sodding). Moisture is essential during initial establishment. Sod must be kept
well watered for 2-3 weeks, but con be planted earlier or later than sprigs.
2. Common Bermuda can be seeded or sprigged but does not produce a high -quality turf. It is also leas
cold tolerant than the hybrids, more weed prone, and a past in flower beds and specimen plantings.
Planting dates
Apr. - July
Sod amendments - Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground
agricultural limestone and 500 lb/acre 10-10-10 fertilizer, or 50 lb/acre nitrogen from turf -type
slow -release fertilizer. Add 25-50 lb/acre nitrogen at 2- to 3-week intervals through midsummer.
Sprigging - Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast by hand.
Furrows should be 4-6 inches deep and 2 ft apart Place sprigs about 2 ft apart in the row with one
and at or above ground level (Figure 6.11d).
Broadcast at rates shown above, and press sprigs into the top 1/2-2 inches of sod with a disk set
straight so that sprigs are not brought back toward the surface.
Mulch - Do not mulch.
Maintenance - Water as needed and mow to 3/4- to 1-inch height. Topdress with 40 Ib/acre nitrogen in
Apr., 50 lb in May, 50 lb in June, 30 lb in July, and 25-50 lb in Aug.
Table 6.119 - Seeding No. 4CP for. Well -Drained Sandy Looms to Dry Sands, Coastal Plain and Eastern Edge
of Piedmont; Low -to Medium -Care Lawns
Seeding mixture
Species Rate
Centnpedegross 10-20 lb/acre (seed) or
33 bu/acre (sprigs)
Seeding dotes
Mar. - June
(Sprigging con be done through July where water is available for irrigation.)
Soil amendments - Apply lime and fertilizer according to soil tests, or apply 300 lb/acre 10-10-10.
Sprigging - Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast by hand.
Furrows should be 4-6 in ches deep and 2 ft apart. Platt sprigs about 2 ft apart in the row with one and
at or above ground level (Figure 6.11d)
Broadcast at rates shwon above, and press sprigs into the top 1/2-2 inches of sod with a disk set straight
so that sprigs are not brought back toward the surface.
Mulch - Do not mulch.
Maintenance - Fertilize very sparingly - 20 lb/acre nitrogen in spring with no phosphorus. Centipedegrass
cannot tolerate high PH or excess fertilizer.
Table 6.11t - Seeding No. 5CP for. Well -Drained Sandy Looms to Dry Sands;
Low Maintenance
Seeding mixture
Species Rate (lb/sere)
Pensacola Bohlogross 50
Sericea lespedezo 30
Common Barmudogrose 10
German millet 10
Seeding Notes
1. Where a neat appearance is desired, omit sericea.
2. Use common Bermuda only on isolated sites where it cannot become a pest. Bermudograss may be
replaced with 5 Ib/ocre cantipedegross.
Seeding dotes
Apr. 1 - July 15
Soil amendments - Apply lime and fertilizer according to sal tests, or apply 3,000 lb/acre ground
agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch - Apply 4,000 lb/acre groin straw or equivalent cover of another suitable mulch. Anchor by tacking
with asphalt, roving, or netting or by crimping with a mulch anchoring tool. A disk with blades set nearly
straight con be used as a mulch ancoring tool.
Maintenance - Refertilize the following Apr. with 50 lb/acre nitrogen. Repeat as growth requires. May be
mowed only once a year. Where a neat appearance is desired, omit sericea and mow as often as need.
Table 6.11y - Seeding No. 7CP for: Grass -lined Channels; Coastal Plain, Lower Piedmont, and Dry Soils In the
Central Piedmont
Seeding mixture
Species Rate (lb/acre)
Common Bermudogross 40-80 (1-2 Ib/1,000 ft" 2)
Seeding dates
Coastal Plain: Apr. - July
Piedmont: Apr. 15 - June 30
Sod amendments - Apply Pine and fertilizer according to sod tests, or apply 3,000 lb/acre ground
agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch - Use jute, excelsior matting, or other effective channel lining material to cover the bottom of
channels and ditches. The lining should extend above the highest calculated depth of flow. On channel side
elopes above this height, and in drainages not requiring temporary linings, apply 4,D00 Ib/ocre grain straw
and anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash down slopes where they can dog drainage
devices.
Maintenance - A minimum of 3 weeks is required for establishment. Inspect and repair mulch frequently.
Refertdlze the following Apr. with 50 lb/acre nitrogen.
Refer to Appendix 8.02 for botanical names.
.e
2-3' Ilir
tf
COARSE AGGREGATE
TEMPORARY GRAVEL CONS7RUC770N ENZRANC&AEXIT
NOT TO SCALE
K:\AutoCA D\2005\20\wi ndermere-estates (7-22-13).dwg
ff
Specifimt/ons /6.10 - Specifications
(Spedficatims are as per the Erosion and Sediment Central Planning and Design Manual' of the state of North Carolkna)
Table 6. 10a - Temporary Seeding Recommendations
far Late Minter and Early Spring
Seeding Mixture
species Rate (Ibb/acre)
Rye (grain) Annual lespedaza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedezo when duration of temporary cover is not to extend beyand June.
Seeding date&
Mountains - Above 2500 k: Feb. 15-May 15
Below 25W ft- Feb. 1-May 1
Pleolmont - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
SoI amendments - Fallow recommendations of soli tests or apply Z000 Ib/acre ground agricultural limestone and 750
Ib/our 10-10-10 fertilizer.
Mulch - Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt netting. or a mulch anchoring tool. A dish with
blades set nearly straight can be used as a mulch anchoring took
Maintenance - Refertilize if growth is not fully adequate. Reseed, refertdize and mulch Immediately following erosion or other
damage.
Table 6.10b Temporary seeding Recommendations for Summer
Seeding mixture
Species Rote 40 acre)
German millet
In the Piedmont and Mountains, a small -stemmed Sudongraw may be substituted at a rote of 50 Ab/acre.
Seeding dotes
Mountains - May 15-Aug. 15
Piedmont - May 1-Aug. 15
Coastal Plain - Apr. 15-Aug. 15
Sod amendments - Fallow recommendations of soil tests or apply ZOOD Ib/adre ground agricultural limestone and 750
Ib/oere 10-10-10 fertilizer.
Mulch - Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with
blades set nearly straight con be used as a mulch anchoring tool.
Maintenance - Refertilize If growth is not fully adequate. Reseed, re►ertgize and mulch Immediately following erosion or other
damage.
Table 6.10c Temporary Seeding Recommardations for Fall
Seeding mixture
SyeciVain) 120
Rate (�)
Seeding dates
Mountans - Aug. 15-Deg. 30
Coastal Plain and Piedmont - Aug. 15-Dec. 30
Soil amendments - Fallow sod tests or apply ZOOO lb/acre ground agricultural limestone and 1.000 lblocre 10-10-10
fertilizer.
Mulch - Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt nettling, or o mulch anchoring tool. A disk with
blades set nearly straight con be used as a mulch anchoring tool.
Maintenance - Repel and refertilize damaged areas immediately. Topdress with 50 Ib/acre of nitrogen in March. N it Is
necessary to extend temporary cover beyond .Arne 14 overseed with 50 Ib/acre Kobe (Piedmont and Coastal Plan) or
Korean (Mountains) lespedeza In late February or early March.
MAINTENANCE PLAN
1. ALL EROSION CONTROL MEASURES WILL BE CHECKED EVERY 7 DAYS OR
AFTER EACH RAIN PRODUCING % INCHES OR MORE WHICH EVER COMES
FIRST.
2. SEDIMENT WILL BE REMOVED FROM BEHIND SILT FENCES WHERE SEDIMENT
5 0.5 FEET DEEP AND REPAIR FABRIC IF TORN, LEAKING OR FAILING.
3. INSPECT AND REFRESH CONSTRUCTION ENTRANCE WITH A NEW LAYER OF
GRAVEL AS NECESSARY.
4. CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFICANT RUNOFF.
CHECK THE EMBANKMENT, SPILLWAYS. AND OUTLET FOR EROSION OAMAGE,
AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL
NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS
FROM THE RISER AND POOL AREA.
GRAVEL WILL BE CLEANED OR REPLACE) WHEN THE SEDIMENT POOL NO
LONGER DRAINS PROPERLY OR IF THE ROCK IS DISLODGED.
5. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH SIGNIFICANT RAINFALL
REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATE) TO ONE-HALF THE DESIGN
DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE
DESIGNED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE
;RAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.
PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A
MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT.
'MMEIATELY FILL ANY SETTLEMENT OF THE EMBA KMENT TO SLIGHTLY
ABOVE GRADE ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE
REPLACED IMMEDIATELY.
AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY
STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDNAEM.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE
PROPERLY.
6. INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF
ANY EROSION MOUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF
STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE
7. RIP RAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGE)
STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN
SOME LOCATIONS.
8. ROCK DAM- CHECK SEDIMENT AFTER EACH RAINFALL. REMOVE SEDIMENT
AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ABOUT
ONE-HALF THE DESIGN VOLUME.
CHECK THE STRUCTURE FOR EROSION, PIPING, AND ROCK DISPLACEMENT
AFTER EACH SIGNIFICANT RAINSTORM AND REPAIR IMMEDIATELY.
9. INSPECT ALL MULCHES PERIODICALLY AND AFTER RAINSTORMS TO
CHECK FOR RILL EROSION, DISLOCATION. OR FAILURE. WHERE EROSION IS
OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE
SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE INSPECTIONS
UNTIL VEGETATION IS FIRMLY ESTABLISHED.
10. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND
EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT
ALL DAMAGE IMMEDATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN
DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO
PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN
THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM
CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED
TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
11. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF
A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE BAFFLES. TAKE CARE M AVOID DAMAGING THE
BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED. REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
12. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (Ti
INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY
DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS, TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE
MESH DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
13. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED S
PERMANENTLY STABILIZED. REMOVE THE RIDGE AND THE CHANNEL TO
BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE
IT.
14. INSPECT SKIMMER SEDIMENT BASINS AT LEASE WEEKLY AND AFTER EACH
SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE
HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO
THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE
SEDIMENT FROM THE ENTIRE BASIN. NOT JUST AROUND THE SKIMMER OR
THE FIRST CELL MAKE SURE VEGETATION GROWING IN THE BOTTOM OF
THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES
IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
IF THE SKIMMER S CLOGGED WITH TRASH AND THERE IS WATER IN THE
BASIN, USUALLY JERKING ON THE ROPE WILL LAKE THE SKIMMER BOB UP
AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLAW. IF THIS
DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN
AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE
SKIMMER M SEE IF IT S CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE S CLOGGED, THE ORIFICE CAN BE
REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR
BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY
REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE
SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND
SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL
TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
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
in
6'-0'
OUTLET PIPE
RAP
PLACE ONE LAYER OF FILTER
FABRIC UNDER RIP RAP.
�l
PIPE
1
OUTLET PROECTION
NOT Tin SCALE
19-GAUGE
HARDWARE CLOTH
(1/4 MESH OPENINGS)
io
I `NCDOT /5 OR #57 I
WASHED STONE
NOTES:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING
THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE
INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE. AND
BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER
THE GRAVEL FOR ANCHORING IS RECOMMENDED.
HARDWARE CLOTH & GRAVEL
INLET PROTECTION DETAIL
NOT TO SCALE
t
v
OFF517E=190,586 SF
SUPPORT ROPE 70
MIRE TO PREVENT SAGGING
1 4' 1
0
I . I rw
1
e w eearr x ARw w
PRE DEVELOPMENT DRAINAGE AREA TO
LACKEY ROAD (ONSI TE & OFFSITE)
SCALE: 1-200'
STAKE TO
SUPPORT POST, 24' SUPPORT WIRE
INTO BOTTOM OR SIDE
T- COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
N07F 700 G11W"2 COIR EROSION BLANKET, COIR MESH,
TREE PR07EC77ON FENCE FOLDED OVER TO REDUCE PORE
92E, OR 07HER SIMILAR MATERIAL TO BE USED AS BAFFLE
POROUS BAFFLE CROSS SECTION DETAIL
NOT TO SCALE
STEEL POST
NOTES:
GROUND
1. FILTER FABRIC SHALL BE A MINIMUM OF
ADEQUATELY TO THEHWIRE BE
DIRECTED
BY THE ENGINEER
2. STEEL POST SHALL BE 5' 0' IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
6'
.TER FABRIC
�FlLL SLOPE
usILANCHOR FILTER FABRIC SKIRT
AS DIRECTED BY THE ENGINEER
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
2t9
218
217
21e
215
214
215
212
2I1
2I0
200
208
aONreDOp& sernow 3
Kr I? PAW 442
LOT 4J
NA'
CRAAFOV MONARD ET MAY
DEW 111101903 PeQ7p
acmaim
LND LM
100
023
EAP.
2251226
I]
231
233
234
2J5
Lei
31
30
28
SKIMMER DETAIL
SKIMMER
ORIFICE
POND
(IN.)
D/AMEIER
I
(IN.)
1
4
.10
-
NOTE: SEE POND DETAIL FOR
ORIFICE INVERT
LLc
I
4 0 Fairdoth Skimmers" Surface Drain Cut Sheet
J. W. Fairdoth & Son, Inc.
j www.FairclothSkimmer.com
2'vad INel s AlumtNsn straps
C Bah 10 wllh Orange BD \ �slLs0ellAm heel
Connection 0114111111111 1 4'pvcflaet \Ills
� 372
'.. 3' Sch 4o SOLD pvcbm
*aW
SUPPLIED BY USER 9
\ �. z
Skimmer Shown In
t06"Pool"
3' how so aielnps
31threekbd me* nipple 4' inlet 4' HEAD an kader of
an oulM end exttlwm 4 inlet ells ofYlce
1. Coupflrg can be removed and hose alladted to outlet using the threaded 3' nipple. Typical
methods used: on a metal struckais a steel stubout welded on the side at the botl otn with a 3'
ihreeded oouphg or reducers; on a concrete s1ruct re with a hole or orifice at the botbm, use a
sleet plate with a hob ad i1 it and couplirV welded to K that WE fft over the tole in the concrete
and bolted iD the stntctrse with eadw L his possible to grout a 4' pvc pipe h a tab h tiro
concrete to canned to skimmer but this is lees sears than other methods.
2. Dkrhenslons are approxknats, not Interhded as plans for construction.
i 3. Barrel (sotld, not foam core pipe) should be 1.4 tines the depth of water with a minimum
lengthof & sO the kMet can be puled to the side for mainl enance. t moreflan 10' long weight
may have 10 be added bidet in counter the Increased buoyancy.
4. Inlet taper down from 4' maldnagn Inlet to a 3' banal and hose. Barrel is smaller to reduce
bu%WICy and tendency to M Inlet but is sulfide M for flow through Inist because of slope. The
inlet orifice can be reduced using the plug and cuter provided to control the outflow rate.
5. Inlet is 8' pipe between the straps with soils Cut In the inlet and aluminum screen door
(smaller than shown in FluStratan) for ameo to the 4' kYet and orifice inside.
G. Capeelly, 20.109 cubic feet per day maxima, wKh 4' halal end 4' head. k t can be reduced
by knstallkV a smaller oriflos uskhg the pig and alter provided to adjust low rate for the
particular bash volume and drawdown time required.
7. Shipped assembled. User tithes Inlet eldensiorh and barrel, kistaRs veld, ads orlflce In pkg
and allK has to o dlet ppe or aliucise. Includes tewbb hose, rope, orifice alter, etc
41inctiCut TM 11-07 November 14, 2DO7
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INDIAN CREEK EST
MAP CABINET R PAGE 18
\
GRAPHIC SCALE
50 100 ego
( IN FEET )
1 inch 100 ft.
wmAwn PPw ,xxxaw_,,,e
2 I 1
�w
ELP..
LDr 14
(,
Nr1
A SOMaxf LOIBInA
I WIN,
Ot12/07LP
amZOAM�
- o
l ARIM le L * raAaaa 11
I '"�M�Rww,,,'���ri_
NwIII w�erywllA6
POND DRAINAGE AREA (ONSI TE & OFFSITE)
SCALE. 1 "=100'
2
MYSED TO no 0E1N13.
4-13-11
3
PW4= 10 AGO FOND CRWAE AIPA
12+11
4
4 iJ 17
e
Ri\Lem TO ADD PIE OERaaP" DRAwm AwA TO LNWEY Rw.
e
FEMED TO RAME MAD 01101013 a aWDE PPE SIM OON61e0 PONDi
7-29-13
ihy NO.
OE40111FITION
DATE
STORMWATER & EROSION CONTROL DETAIL SHEET
NINDERMERE ESTATES PUD
NORTHWEST TOWNSHIP BRUNSWICK COUNTY NORTH CAROUNA
``N�NT�ARO� f/
P 7-26-1311V
.4 SEAL
.� _E
�iOkLNO
OATS
2-22-10
SCALE.
1'=100'
DRAWN:
JCB
MAIPASS ENGINEERING & SURVEYING, P.C. c+EaKM
1134 SHIPYARD BOUT.6VAR0 JBM
WILMINGTON, NORTH CAROUNA 28412 PROJECT NO:
Phme 910-e911-5us 20
Pas s10-992-5203 LICENSE NO. C-2380111
Owaer. TUDOWtN1D(SINC CHAPEL RD nOF-
DEL=
NORTH CAROINA 28436

1 1 92.71 1 91.
87.5 1 91.0-92.01 82 1 88.5
----- � 35' R/W
p _ 25_YR W.S. ELEVATION = 95.93
O -- U
5� CASSADINE COURT
i FOREBAY OPT
BOTTOM OF FOREBAY S`OpF
48" RCP CONNECTING FOREBAY do MAIN POND J
4"Lx0.33"H® 93.3 14'LxO.5'HO 93.8 14"0 ® 91.5 124"0 RCP 0 91.5110' 0 96.0
OUTLET
STRUCTURE
(SEE DETAIL)
�_____________ 25 YR W.S. ELEVA71ON = 95.85__ ------------
S�Oo TEMPORARY POOL EL ORIFICE
t�---------------------------
10' PERMANENT POOL EL _ _ _ _ _ _ _ 3.
6ppE 10: 1 SLR
?'v POND SOP
10' WIDE Oo� '% I� 10' NODE
VEGETATED Ij`- VEGETATED
SHELF SHELF
BOTTOM OF POND
FOREBAY & POND SECTION DETAIL
NOT TO SCALE
NOTES:
1. MUHLENBERGIA CAPILLARUS(PINK MUHLY) & SPARTINA BAKERI(CORDGRASS) OR CENTIPEDE
SOD TO BE PLANTED ON SLOPES OF PONDS ABOVE THE PERMANENT POOL & EITHER
PICKEREL WEED, BLUE FLAG IRIS, OR DUCK POTATO TO BE PLANTED ON THE
VEGETATED SHELF.
2. IF THE BASIN IS USED FOR SEDIMENT AND EROSION CONTROL DURING CONSTRUCTION,
CLEAN OUT OF THE BASIN IS SPECIFIED PRIOR TO USE AS A WET DETENTION BASIN.
3. ALL WATER THAT DRAINS OFF IMPERVIOUS SURFACES WILL BE DIRECTED INTO THE
STORMWATER SYSTEM, BY EITHER RAISING AND SLOPING SITE TOWARDS THE STREET,
PIPING TOWARDS THE STREET OR GUTTERING AND SPILLING WATER INTO FRONT YARDS
THAT DRAIN TOWARDS THE STREET(ALL ROOF DRAINS MUST BE DIRECTED TO THE PONDS).
4. ENERGY DISSIPATORS TO HAVE FILTER FABRIC UNDERLAYMENT.
5. IF THE PONDS NEED TO BE DRAINED FOR MAINTENANCE OR AN EMERGENCY A PUMP
IS TO BE USED TO DRAIN THE PONDS.
�,�CENTERLINE OF ROAD
1 BACK OF CURB 1-5' SIDEWALK
rn
20"
IDRIVEWAY
cc
204
203
202
201
24'
24'
30'
30'
P/L
P/L
P/L
NOTE. ALL INTERIOR UNITS ARE THE SAME WIDTH AS ABOVE. ALL
EXTERIOR UNITS ARE THE SAME WIDTH AS ABOVE.
TYPICAL TOWNHOUSE DIMENSION DETAIL
NOT TO SCALE
44.83'
TO CB-24
(SEE PLAN VIEW)
K:\AutoCAD\2005\20\windermere-estates(7-22-13).dwg
SLOPE=0.0056 FT/FT
1.5 MIN.
SPILLWAY SWALE DETAIL
N.T.S.
416.39'
NOTE. PERMANENT POOL CONTOUR IS DIMENSIONED.
POND #1-FOREBARY DETAIL
SCALE. 1"=20'
BOTTOM OF
DITCH=87.46
4,650 1. 2,600 11
TOP OF ENERGY
POND DISSIPA 1
1p
TOP OF BANK=91.24
TOP OF BANK=93.62
BOTTOM OF
DITCH=87.83
79'-1-4'--- 5.97'
EXISTING DITCH CROSS
SECTION A -A DETAIL
N.T.S.
OUTLET STRUCTURE DETAILS (FEET)
POND
BOX
INSIDE
SLAB
GROUT INSIDE
THICKNESS
BOTTOM OF BASE
ELEVATION
1
I 4x4
I 7x7xO.5
0.5
1 90.0
WELDED BAR
TRASH RACK
BOLTED IN PLACE
4" OPENINGS
PVC ORIFICE WITH GRA
90' ELBOW DOWN
VON
R
6- THICK PRECAST
OUTLET STRUCTURE
PRECAST CONCRETE BOXY
OR EQUIVALENT ' ' 12" EXTENDED BASE
6' THICK
EXTENDED BASE
NOTE ALL OUTLETS SHALL BE PROTECTED BY TRASH SCREENS.
THE TOP OF THE RISER SHALL HAVE A TRASH RACK MADE OF
NUMBER 5 REM WELDED TO ANGLE FRAME. FRAME SHALL BE
ATTACHED TO RISER SO AS TO BE REMOVABLE FOR MANTDMCE
OUTLET STRUCTURE DETAIL
NOT TO SCALE
BOTTOM OF
DITCH=87.69
TO POND #1-
MAIN POND
(SEE PLAN VIEW)
TO CB-22
(SEE PLAN VIEW)
7.13'
A
148 2121
OUTLET STRUCTURE
NOTE. PERMANENT POOL CONTOUR IS DIMENSIONED.
TO POND #l-FOREBAY (SEE PLAN VIEW) POND #1-MAIN POND DETAIL
SCALE. • 1 "=20'
LA CKE Y RD
TOP OF BANK= 92.91
TOP OF BANK=93.50
BOTTOM OF
DITCH=87.71
0.42'--1-3.36-1-10.80'
EXISTING DITCH CROSS
SECTION B-B DETAIL
N.T.S.
(600000.
i
r.� -gym' ��*.�-�� �: :-, -:•
Its
x-z' new--
FLO PATH
(TO L LENGTH
=JO .39,)
�'S. R. 1459)
-18.5 X27.22RIP RA P
SEC TION,
'(-�NESS- 5
c
Q�1
ENLARGED VIEW OF SPILLWAY SWALE OUTFACE SCALE: 1 "=20'
STORMWATER & EROSION CONTROL DETAIL SHEET
WINDERMERE ESTATES PUD
NORTHWEST TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
CARO�
%O ��y�ii
��
� 26-13 �7
4 SEAL �.
; 82r. tom-
(.
XN
DATE:
7-29-11
SCAB
N.T.S.
DRAWN:
JCB
MALPASS ENGINEERING & SURVEYING, P.C. CHECKED:
1134 SHIPTARD BOULEVARD ,IBM
11DJMGTON, NORTH CAROLINA 28412 PROJECT NO:
Phone [phone]M 20
Paz 910-892-6208 LTCEN86 N0. C-2980
Owaar: Twee" D. RTC. LoF7lj8
No.-3
8M UV04GSTON CHAPEL RD
DELCO. NORTH CAROUNA 284M

DOGWOOD RD INDEX
(SR. 1428)
LACKEY RD
(SR. 1459)
MT. MISERY RD.
(SR. 1426) SITE
NORTHWEST RD. j
(SR. 1419)
ANDREW JACKSON HWY
(US 74/76)
MACO RD.
(NC-87)
VICINITY MAP
NOT TO SCALE
NOTES:_-
1. SITE AREA - 796.155.66 SF = 18.28 At
2. DISTURBED AREA = 748.158 SF = *17.18 AC.
3. NO WETLANDS ON SITE PER GARY A. MITCHElL. WETLAND CONSULTANT.
4. SOILS ON SITE ARE MAINLY: BAYMEADE(BOB), NORFOLK(Nol & FORESTONI
5. 20' STREET BUFFER ALONG MT. MISERY RD AND 30' PERIMETER BUFFER ALONG
OTHER BOUNDARY LINES TO BE UNDISTURBED• EXCEPT WHERE SHOWN, TO
PROVIDE A VEGETATIVE FILTER BETWEEN THE DISTURBED SITE AND THE
ADJACENT PROPERTIES.
6. BOUNDARY & ON -SITE TOPOGRAPHIC SURVEY BY HANOVER DESIGN SERVICES,
P.A.
1
COVER SHEET-S&fC & STORIVINI
2
STORMWATER & EROSION CONTROL DETAIL SHEET
3
STORMWATER & OWSKON CONTROL DETAIL SHEET
4
NCDOT DETAIL SHEET
5
_
NCDOT DETAIL SHEET
6
NCOOT DETAIL SHEET
7
NCOOT DETAIL SHEET
8A
PLAN PROFILE -SANITARY SETTER
8
PLAN PROFILE
9A
PLAN PROFILE -SANITARY SEWER
9
PLAN PROFILE
10A
PLAN PROFILE -SANITARY SEWER
10
PLAN PROFILE j
11
OFF -SITE FORCE MAIN PROFILE
12
WATER DETAIL SHEET
13
SANITARY SEWER DETAIL SHEET
14
SANITARY SEVER DETAIL SHEET
15
SANITARY SEINER DETAIL SHEET
16
SANITARY SEVER DETAIL SHEET
! 17
LIFT STATION DETAIL SHEET
_ 18
LIFT STAnav DETAIL SHEET
7. DEVELOPER & CONTRACTOR SHALL MONITOR SITE CLOSELY. IF THERE IS ANY
INDICATION THAT SEDIMENT WILL LEAVE THE SITE THEN SILT FENCE SHALL BE
INSTALLED ALONG THE UNITS OF DISTURBANCE LINE AT THE LOCATION(S).
E.
8, ALL GRAVITY SANITARY SEWER MAINS TO BE B" PIPE WITH MINIMUM S COVER
UNLESS NOTED OTHERWISE
9. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF S.
10. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER IS TO BE 10' BETWEEN
EDGE OF PIPES
11. A 24 IN. VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER
AND SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED.
12. VERTICAL SEPARATION BETWEEN WATER AND SANITARY SEWER.
WATER OVER SANITARY SEWER: >18' OR USE D.I.P. (ON BOTH) 10' ON E37HER
SIDE OF CROSSING.
SANITARY SEWER OVER WATER: USE D.I.P. (ON BOTH) 1V ON OTHER SIDE OF
CROSSING
la VERTICAL SEPARATION BETWEEN WATER AND STORM SEWER:
WATER OVER STORM SEWER: >18' OR USE D.I.P. ON WATER 10'
ON EITHER SIDE OF CROSSING.
STORM SEWER OVER WATER: USE D.I.P. ON WATER 10'
ON EITHER SIDE OF CROSSING
14. ALL SANITARY SEWER MANHOLES WITH A DROP OF 30' OR GREATER SHALL
HAVE AN INSIDE DIAMETER OF 5 WITH AN INSIDE DROP STRUCTURE
15. LIFT STATION & SANITARY SEWER MANHOLE MANUFACTURER IS RESPSONSIBLE
FOR ENTIRE STRUCTURAL DESIGN (RO14FORCEMENT. THICKNESS, ETC.) OF LIFT
STATION & SANITARY SEWER MANHOLES.
16. SANITARY SEWER WITHIN 50' OF WETLANDS MUST BE EITHER PVC WATER MAIN
PIPE OR DUCTILE IRON PIPE, & MEET WATER AWN MATERIALS, TESTING METHODS,
I
& ACCEPTABILITY STANDARDS (15A NCAC 181 SANITARY SEWER MANHOLES
MUST BE GREATER THAN 50' FROM WETLANDS, AS MEASURED TO THE CLOSEST
OUTSIDE EDGE OF THE MANHOLE.
17. NO PIPE JOINTS SHALL BE INSIDE ANY INTERFERENCE STRUCTURE.
18. PRIOR TO INSTALLATION OF WATER, SEWER. & FORCE MAINS CONTRACTOR IS TO
NOTIFY THE ENGINEER, JEFF MALPASS, PE, WITH MALPASS ENGINEERING, PC AT
910-392-5243.
19, DEVELOPER AND/OR LOT OWNER CAN NOT PLACE VERTICAL OBSTRUCTIONS,
FENCES. WALLS, ETC., IN EASMENTS
20. ALL CONSTRUCTION TO CONFORM TO APPUCA13LE LOCAL. STATE, & FEDERAL
REGULATIONS & CODES.
21. NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SITE NO WARRANTY IS
EXPRESSED OR IMPLIED FOR SUITABUTY OF SOILS. OWNER/CONTRACTOR SHOULD
CONSULT WITH A GEOTECHNICAL ENGINEER FOR SOILS INFORMATION. ANY
UNDERCUT & REWIRED REPLACEMENT WITH SUITABLE MATERIAL SHALL BE THE
RESPONSIBUTY OF THE CONTRACTOR.
22. ALL STREETS TO BE DEDICATED AS PRIVATE. BUT FOR PUBLIC USE STREETS
SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
23. ALL ROAD MATERIALS SHALL MEET NCOOT STANDARDS.
24. THERE SHALL BE NO ENCUMBRANCES WITHIN THE RIGHT-OF-WAY.
a
25. WHEELCHAIR RAMPS TO BE NCDOT STANDARD. WHEELCHAIR RAMPS TO BE z
MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
26. ALL COMMON AREAS/OPEN SPACE SHALL BE DEDICATED TO AND MAINTAINED 00
W
BY THE HOMEOWNERS ASSOCIATION.
27. A RECORDED DRAINAGE EASEMENT IS TO BE PROVIDED FOR EACH POND
F.
INCLUDING ACCESS TO NEAREST RIGHT-OF-WAY.
28. ALL ROOF DRAINS TO BE DIRECTED TOWARDS DRAINAGE SYSTEM & POND. Ha
L11 Z
29. BUILDING PADS ARE TO BE A MINIMUM OF 1.5 FT ABOVE BACK OF CURB IN
Q
FRONT OF EACH LOT BASED ON STRAIGHT LINE OF HIGH POINTS (THEREFORE. CO
O7 1il
THE BUILDING PAD ON A LOT LOCATED AT A LOW POINT ALONG THE ROAD WILL Zl
O
BE GREATER THAN 1.5 FT ABOVE THE ACTUAL BACK OF CURB.) Z
CONTRACTOR/BUILDER SHALL SWALE LOT LINES & BUILD UP LOTS GREATER00
N
THAN THE MINIMUM SPECIFIED IF NECESSARY TO ENSURE POSITIVE DRAINAGE OF 10
:Iz
W bi
RUNOFF FROM THE REAR OF LOTS TO THE ROAD IN FRONT OF ITSELF. Z ib
I) n
Q 1S'
30. IT IS THE CONTRACTOR'S RESPONSIBUTY TO RAISE & SLOPE LOTS ADEQUATELY to O
TO ENSURE POSITIVE DRAINAGE TOWARD STREET. e m
y
31. THE CONTRACTOR/DEVELOPER SHALL ENSURE STORMWATER ON ADJACENTIn
p Z O
PROPERTY IS NOT HINDERED FROM FLOWING OFF THEIR PROPERTY WE TO0 10
.. 19 � n
DEVELOPMENT. N C
r
32. MANHOLES. CATCH BASINS, AND DROP INLETS SHALL BE SIZED APPROPRIATELY
y
n2 Z
TO ACCOMCOATE OVERSIZED PIPESIlk33.
ALL TELEPHONE. ELECTRIC. GAS AND TELEVISION SERVICE LINES SHALL BE z v y
INSTALLED UNDERGROUND. �T
c o D0 r
34. ANY OFF -SITE DISTURBED AREA SHALL BE SEEDED & STABILIZED WITH
EXCELSIOR MAT OR MULCH AT THE END OF EACH DAY. O' Of 4':
n O
35. UPON COMPLETION OF ANY PHASE OF ACTIVITY SIDE SLOPES WILL BE C D
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SEEDED/STABUZED WITHIN 21 DAYS OF NO CONSTRUCTION, ALL OTHER ;D
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PROPOSED FORCE MAIN
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- PROPOSED SETBACK
--------------
PROPOSED 10' UTILITY EASEMENT
-- --
- PROPOSED BUFFER
98
EXISTING CONTOUR
PROPOSED FIRE HYDRANT (F/H)
CENTERLINE OF PROPOSED TRAIL
CENTERUNE OF EXISTING DITCH
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PROPOSED INLET PROTECTION
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1\� M.G 17 PAGE 442
18 MIN
LOT 44
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WATER &SEWER SERVICE PENNINGTON OARRIL A II CONNELL N
TAP SEPARATION DETAIL
DEED BK:2b10 PG1260
NOT TO SCALE
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PARCEL 0 01410001
GENERAL NOTES:
LAND USE: RESIDENTIAL
1. PROJECT TO BE BUILT TO COUNTY SPECIFICATIONS FOR WATER AND SEWER. A UTIUTY
PLAN MUST BE SUBMITTED AND APPROVED BY ENGIEERING AND EMERGENCY MANAGEMENT.
4. A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF LOTS AND
MEMBERSHIP WALL BE AUTOMATIC UPON PURCHASE WITHIN THE DEVELOPMENT.
3. THERE SHALL BE A NOTE OF THE FINAL PLATS, MASTER COVENANTS, AND DEEDS SHOWING
THE LOCATIONS OF WETLANDS AND NOTING THAT THOSE AREAS MAY NOT BE FILLED,
DISTURBED. OR ALTERED IN ANY WAY UNLESS PROPERLY PERMITTED BY THE NC
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND/OR THE U.S. ARMY CORPS
OF ENGINEERS.
4. COUNTY AND STATE STORMWATER PERMITS MUST BE OBTAINED PRIOR TO ANY
CONSTRUCTION. NO NATURAL DRAINAGE AREAS WILL BE CUT OFF OR DISTURBED BEFORE
OBTAINING THE PERMITS.
5. THERE WILL BE A MINIMUM OF 2 OFF-STREET PARKING SPACES PER HOME OR TOWNHOME.
6. THERE SHALL BE A MINIMUM OF 3 FEET OF CLEARANCE AROUND ALL FIRE HYDRANTS AT
ALL TIMES.
7. NO HERITAGE TREES ARE ON SITE
8. ALL STREET LIGHTING WILL BE INSTALLED IN COMPUANCE WITH SECTION 8.8.4 OF THE UDO.
9. THE HOMEOWNERS ASSOCIATION WALL COMPLY WITH THE CONDITIONS SET FORTH IN SECTION
8.9.2.H. OF THE BRUNSWICK COUNTY UNIFIED DEVELOPMENT ORDINANCE.
10. A TIA WAS NOT REQUIRED.
NOTES:
1, BOUNDARY SURVEYED IN AUGUST OF 2003.
2. AREA COMPUTED BY COORDINATE METHOD.
J. FOR REFERENCE SEE AS NOTED. 1U'
4. ENCROACHMENTS FOUND AS SHOWN. UTILITY
1.5 SF9.5A OR 1.5' SF9.SB ASPF
5. ON -SITE TOPOGRAPHIC SURVEY PERFORMED RJ NOVEMBER OF 20011 ESMT. 5'
1.5' 2-9
6. E LEVA77ONS AS SHOWN BASED ON ASSUMED BENCHMARK.
�':1'
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MERRYWOODS SECTION 3
M.C. 17 PAGE 442
LOT 43
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LAND USE. • SINGLE-FAMILY RES.
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LOT 11
N/F
CHARNOFF PHYLLIS
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PARCEL #..• 0160002515
LAND USE. SINGLE-FAMILY RES.
LOT 12
N/F
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DEED BK:0834 PG.0958
ZONED: RR
PARCEL /f_• 0160002516
LAND USE.. SINGLE-FAMILY RES
LOT 13
N/F
ROBBINS LOVATTA
DEED BK. 0834 PG. 0958
ZONED: RR
PARCEL #• 0160002517
LAND USE- • SINGLE-FAMILY RES
INDIAN CREEK ESTA TES MAP CABINET R PAGE 18
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LAND USE SINGLE-FAMK_Y RES
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COVER SHEET -SEDIMENT & EROSION CONTROL AND STORMWATER PLAN
WINDERMERE ESTATES PUD
NORTHWEST TOWNSHIP BRUNSWICK COUNTY NORTH CAROLINA
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DRAWN:
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MALPASS ENGINEERING, P.C.'
1134 SHIPYARD BOULEVARD JBM
WBd@TGTOR, NORTH CAROIINA 28412 PRO,IECi NO:
Phms 910-392-5243 20
I = %0-392-5=1 L ICEM NO. C-2320
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01 TIMBERLINE). INC. n0F18
S" UVNGSTON CHAPEL RDDELCO. NORTHCAROLINA 28436
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NORTH CAROIDNA ENVIRONMENTAL
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