NCC230834_Site Plan or Location Map_20230328

HLL L.UINO I MUU I IUIN �P'IHLL CSC IIV /AULoL)ML)/ANL
TOTAL LIMITS OF DISTURBANCE: 561515 SF = 13.0 AC WITH ALL TOWN OF LILLINGTON, NCDOT AND
NCDEQ STANDARDS & SPECIFICATIONS.
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RISER WITH MAC # g 187
SKIMMER BASIN #1 - LAND USE: VACANT
DRAINAGE AREA / ZONING: R\A \- 4Q
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D.B. 1 890 PG. 1 / , / J - / I + I3�.. EX. 16" HARNETT COUNTY
LAND USE: SIN E / �y0 / \ I 1 f ' + I I WATER LINE
FAMILY HO E
ZONING: R -4Q/ ` / \ l I PIEDMONT NAT.
x GAS LINE
-260 TD 2 AREA LRAI AGE l� _
/ III
SILT FENCE
r 260_ TD 1 DRAINAGE 1 / \ I OUTLET (TYP)
AREA LINE
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SEE DITEMP DIVERSION DITCH N THIS P) i r�f f l I r
TEMPORARY r ' I APROX. LOCATION
7p 1
SHEET. SEE DETAIL ON DETAIL WATTLE (TYP) SEE 1 - i ryy I ` , / 12" RCP by + F UNDERGROUND
' _ - 25g '►. ,�,� _ 257 SHEET. DETAIL i ` ' f rI ' ' INV IN-254.73 �� 1 111 ,u FIBER OPTIC
- 257 1 256 N
- 257 -
7s:: 256 v
- : -2571 - N 882704'W-----�--SF __ �= � - � - , . • f 1 1 ` , _ _ r f 1 ` � � . . r �•^ J-I
/ r TEMP RISER WITH SKIMMER BASIN #1
BENT 2571 ALL BASIN SEE BASIN TABLE ON THIS - ` I
HOWARD WHITEHEAb - I EIS j ' 2g 25s / SLOPES SHALL BE INV. = 254.05 II I rf 1
D.B. 2391 PG. 264 ' _ --257 - - - 6 / 1 IMMEDIATELY SEEDED TO SHEET- SEE DETAILS ON - - _I i INV N 254.25
MAP # 2007 - 473 - - _ 12" RCP
25s } ESTABLISH A DENSE DETAILS SHEETS. F#P. COI MESH �� z rn dr f j i ICE, p
LAND USE: SINGLE ' J 256• �irB• / ` STAND OF GRASS. BAFFLES. TYP. SEE _ I f l I 7-
- +-
FAMILY HOME f •,� - ` ' ` / DETAIL. BURYll+�
ZONING: RA-40 DAVID LOCKLEAR JOHN WHITTY ! rn - TEMP. SKIMMER. SEE TABLE L -257 I ENDS OF�aFFtES- r , I l + U z
D.B. 3418 PG. 116 - - FOR SKIMMER &ORIFICE SIZE- J ' ` ` - S SLOPES.
} , v ❑ q 1 1
LAND USE: SINGLE FAMILY _ f / I 1 T,vavvvvv I 2
` 2ss CONCRETE WASH v vaaaaaa +� v
HOME CORNER�Att� . r f - - 1 vvaovv ° �, `. ,� TEMPORARY
24" PINE TREE f `..� ` TEMPORARY IMPERMEABLE � I / OUT {TYP.] , 1 oc�vavvvv d c„ r
ZONING: RA-4D •�',ct ` MEMBRANE i / I
o CONSTRUCTION
EROSION CONTROL SEQUENCE - STAGE 1
1, PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AND READ ALL
PERMIT&APPROVALS NECESSARY TO COMPLETE THE CONSTRUCTION, INCLUDING BUT NOT
LIMITED TO SITE PLAN APPROVAL, LAND DISTURBANCE PERMIT, NPDES PERMIT,
CONSTRUCTION DRAWINGS APPROVAL, NCDOT DRIVEWAY PERMIT, NCDOT ENCROACHMENT
AGREEMENTS, WATER PERMIT, SEWER PERMIT, ETC. CONTRACTOR TO RETAIN COPIES OF ALL
PERMIT DOCUMENTS AND APPROVED PLANS ON THE JOBSITE THROUGHOUT CONSTRUCTION.
READ AND COMPLY WITH ALL CONDITIONS OF ALL PERMITS. PERMIT DOCUMENTS SHALL BE
CONSIDERED A PART OF THESE CONSTRUCTION DRAWINGS.
2. PRIOR TO BEGINNING ANY CONSTRUCTION, CONTRACTOR TO HOLD ONSITE
PRECONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR, CITYITOWNICOUNTY
INSPECTORS, NCDOT INSPECTOR AND OWNER/DEVELOPER AS REQUIRED.
3, INSTALL TEMPORARY SILT FENCE, AND HAVE IT INSPECTED BY THE CITYITOWN INSPECTOR IF
REQUIRED.
4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCEIEXITAND TEMPORARY DRIVEWAY
PIPE (IF ANY).
5. CLEAR ONLY THE MINIMUM NEEDED TO INSTALL THE STAGE 1 EROSION CONTROL MEASURES.
INSTALL ALL EROSION CONTROL MEASURES SHOWN ON THE STAGE 1 EROSION CONTROL PLAN
INCLUDING TEMPORARY SILT FENCE, STONE OUTLETS, DIVERSION BERMS/DITCHES, SKIMMER
BASINS, ETC. PROMPTLY INSTALL DITCH LINERS, SPILLWAY LINER, AND SEED BASIN BERM,
BASIN SLOPES, AND ALL DITCHES.
6, THE SKIMMER BASIN BERM SHALL BE ACCURATELY GRADED TO FUNCTION FOR THE
PERMANENT WET DETENTION POND, INCLUDING THE CUTOFF TRENCH AND ANTI -SEEP COLLAR.
THE RISER AND O-RING GASKETTED RCP OUTLET PIPE SHALL BE ACCURATELY CONSTRUCTED
AS PERMANENT STRUCTURES. REFER TO THE SCM PLANIDETAILS SHEET FOR ADDITIONAL
INFORMATION. THE PROJECT GEOTECHNICAL ENGINEER SHALL OVERSEE THE CONSTRUCTION
OF THESE FEATURES AT THE TIME OF INITIAL SKIMMER BASIN CONSTRUCTION.
7. CONTACT EROSION CONTROL INSPECTOR TO REQUEST ONSITE INSPECTION OF STAGE 1
EROSION CONTROL MEASURES AND OBTAIN APPROVAL.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL EROSION CONTROL MEASURES
AFTER EACH RAINFALL EVENT, AND MAKE IMMEDIATE REPAIRS AS NEEDED. ALL SEDIMENT
SHALL BE RETAINED ON THE JOBSITE THROUGHOUT CONSTRUCTION. ALL ADJACENT STREETS
AND SIDEWALKS SHALL BE KEPT BROOM CLEAN.
9. REFER TO THE NPDES PERMIT, WHICH REQUIRES THE CONTRACTOR TO PERFORM
SELF -INSPECTIONS, KEEP AN ONSITE RAIN GAUGE, AND KEEP ONSITE INSPECTION RECORDS.
10. PROCEED TO THE STAGE 2 EROSION CONTROL SEQUENCE-
ENTRANCE {TYP.)
OTIS & KRISTIN MILAM 1 ►'�. _
D.B. 2620 PG. 291 `•� ' ' 250 i + + TEMP. CMP
DRIVEWAY PIPE.
LAND USE: SINGLE `� r
FAMILY HOME I / l U. j ll I
ZONING: RA-40 `+� ,t j w I +
2S TMEMBRAORARY IMPERMEABLE - �� Ii + +� I +.. w
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D.B. 3883 PG. 672 �^ IN, ` _SF,-- --_•: SF� gF-gF
LAND MAP SE: SINGLE201FAMILY HOME �, \�s� �I - N 8877'4¢" YY
- - - _J APE FEAR PRESBYTERIAN CHURCH M I
ZONING RA-40 - s4 ❑ ko
D.B. 520 PG, 289 ECM NC GRID COORDINATES
PERMANENTLY SEED BERM `\ i - _ _ 5,3 -� 25 D N - 613,4fl4.602
C �, -J MAP # 2016 - 174
AND ALL BASIN SLOPES \ / - - - - - - : LAND USE: CHURCH E - 2,061,197.328 1 IJ Lu
PERMANENT RISER 301 ,� r...' - , ZONING: RA--4D NAD83(20129}
(SEE SCM DETAIL SHEET) 15 N BS n
PROPOSED 30" RCP �$�'' J / z
{SEE SCM DETAIL SHEET} ` +
HW300 ❑ '/ ---z - - -
I
CLASS A RIPRAP OVER FILTER LINE EMERGENCY SPILLWAY WI '? IMPERMEABLE MEMBRANE. I , '
FABRIC.10'X7.5'X14"TH }I 1?" RCP I' I�
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FABRIC- 18" THICK - FILL THE SILT FENCE [TYP] I f I �- II I 12" RCP
VOIDS WITH DIRT AND KEY TO SILT FENCE SEE DETAIL L - - 1 INV IN=251.32
- GRADE OUTLET {TYPy - -_ h
- \ / 11
-- - rr
- t _ / �p -\ asa -1 �- ���� - -T=� - J IIQ I j 12"RCP
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LINWOOD & KATHY CREN5 W , / I I I hS I I tip
D.B. 948 PG. 892 I ��Fa j.,_
EX. 78"-..F2CP �yL ` \ MAP # 2016 - 174 \ I ' r
LANbK USE: SINGLE FAMILY HOME 0 1' q l J / o y a +
\ ZONING: RA-40 -' rr 0 1 �J�, o a rr 1 r< 12" RCP
1 7 �Ln I rr + INV IN=250.70
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TEMPORARY RISER - BARREL BASIN IW SKIMMER TABLE \ ��_ '� -- �_ \ �•-- - - I s RCP �� jI
BASIN #
1
EROSION CONTROL LEGEND
BASIN TYPE
RISER/SKIMMER BASIN
TOTAL DRAINAGE AREA =
12.01
LIMITS OF DISTURBANCE
DISTURBED DRAINAGE AREA =
9.95
SILT FENCE SF
C =
0.50
SILT FENCEITREE PROTECTION FENCE 5F/TP
Tc =
5
SILT FENCE OUTLET I
1 (10) =
7.74
v
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46.48 C
TREE PROTECTION FENCE TP
MIN REQ VOLUME = 1,800 CF/DIST ACRE =
17910 C
DIVERSION DITCH
MIN R£Q SURF AREA = 435 SF/Q(10) =
20218 S
BASIN FLOOR DIMENSIONS =
194.5'L X 85.5'W X 2.25'D
TEMP. WATTLE ��
VOLUME PROVIDED =
41806 C
SURFACE AREA PROVIDED =
20592 S
vvvvvvvvvvvv
TEMPORARY GRAVEL vvvvvvvvvvv
TOP OF BERM ELEV =
256.0
v00000000000
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SPILLWAY ELEV =
254.25
FLOOR ELEV =
250.5
10-YR WSE =
254.9
FREEBOARD =
1.2 F
CONCRETE WASHOUT
SPILLWAY WIDTH =
30 F
SKIMMER SIZE =
3.00 1
ORIFICE SIZE =
2.50 1
TEMPORARY STOCKPILE
DEWATERING TIME -
3.0
12" RCP i err!
�` I 1 INV OUT=250.60 12" RCP
F INV OUT=250.42
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M I N PERMANENT DITCH TABLE 1 `-�� - ` ` D.B. 1 D77 PG. 639 I l I I + I N C ITS THE IAWNTER
DITCH NUMBER: PD 1 �� \ ' \ _ _ ❑ 1+ ! } I 1
FS EX. 19 P �� - r C)
CHANNEL BASEWIDTH (FEET): 6-0
F CHANNEL 5lDESLOPES: 3:1 - -� I + I
F MIN- CHANNEL DEPTH (FEET): 1-5 \ = ;` _� : _ ' EIS D I I f + f
CHANNEL LINER TYPE: NAG DS75 \-\`� �-. ` ?CM I ! N I w b I�
MIN- CHANNEL LINER WIDTH (FEET): 11,0 �� ❑ .24& 00
- �� _ ❑ _ INV CMP
F CHANNEL LINERS TO BE NORTH AMERICAN GREEN OR EQUAL-
REFER TO NORTH AMERICAN GREEN CHANNEL LINER INSTALLATION INSTRUCTIONS-
F ALL CHANNELS AND SLOPES SHALL BE PROMPTLY SEEDED TO ESTABLISH A DENSE STAND OF GRASS.
TEMPORARY DITCH TABLE R/yy
DITCH NUMBER: TO 1 TD 2 C 1 1 ' �� _` - ` ` ` LOD 1 I c
2�s?.� _
CHANNEL BASEWIDTH (FEET): 10 2-0 � ` t~�� E • 24"2� � W� � T-�jPP 143� ` ' I +I I
T CHANNEL SIDESLOPES. 3:1 3:1 EX. 24 RCP y_ ` ` y� ��AD - 1 1
MIN- CHANNEL DEPTH (FEET): 1.5 1-5 1 ` -�'N ---
T CHANNEL LINER TYPE: NAG DS75 NAG DS75
MIN. CHANNEL LINER WIDTH (FEET): 10.0 10.0 247.31 _ ��-�W_
NCH£S Inrv24" NDPE EX.S5MH18 W_
CHANNEL LINERS TO BE NORTH AMERICAN GREEN OR EQUAL. I
NCHES REFER TO NORTH AMERICAN GREEN CHANNEL LINER INSTALLATION INSTRUCTIONS- RIM: 250.31
DAYS ALL CHANNELS AND SLOPES SHALL BE PROMPTLY SEEDED TO ESTABLISH A DENSE STAND OF GRASS. ' y
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DATE
JAN 24, 2023
DESIGNED BY: BTW
DRAWN BY: BTW
CHECKED BY: SJB
PROJECT No, 2021110
DRAWING No. W-4070
SCALE: AS SHOWN
SHEET No
C6m01

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1
` 261
7V 8851 5" w 7Qr,5;'
EIS
PATIRICK & DAWN DOAN
D.B- 1890 PG. 102 /
LAND USE: SINGLE /
FAMILY HOME /
ZONING: RA-4Q/
Y1120
.w -
�•� 259 258
+ r
CB118 SF... 7--=---
HOWARD WHITEHEAD
D.B. 2391 PG. 264
MAP # 2007 - 473
LAND USE: SINGLE
FAMILY HOME
ZONING: RA-40
/ 7
1
EROSION CONTROL SEQUENCE - STAGE 2
1. DO NOT BEGIN STAGE 2 UNTIL ALL STAGE 1 MEASURES ARE IN PLACE.
CONTRACTOR TO INSPECT AND REFURBISH ALL STAGE 1 EROSION CONTROL
MEASURES AS NEEDED.
2. IT IS THE CONTRACTORS RESPONSIBILITY TO INSPECT ALL EROSION
CONTROL MEASURES AFTER EACH RAINFALL EVENT, AND MAKE IMMEDIATE
REPAIRS AS NEEDED. ALL SEDIMENT SHALL BE RETAINED ON THE JOBSITE
THROUGHOUT CONSTRUCTION. ALL ADJACENT STREETS AND SIDEWALKS
SHALL BE KEPT BROOM CLEAN.
3. REFER TO THE NPDES PERMIT, WHICH REQUIRES THE CONTRACTOR TO
PERFORM SELF -INSPECTIONS, KEEP AN ONSITE RAIN GAUGE, AND KEEP
ONSITE INSPECTION RECORDS.
4. PERFORM DEMOLITION, THEN CLEAR AND GRUB THE SITE UP TO THE
DISTURBANCE LIMITS SHOWN ON THE PLAN.
5. BEGIN SITE GRADING. PROVIDE TEMPORARY SEEDING IN ACCORDANCE WITH
THE STABILIZATION TIME FRAMES SHOWN ON THE NPDES DETAILS.
6. INSTALL STORM PIPE SYSTEM AND TEMPORARY INLET PROTECTION. GRADE
ALL PERMANENT SWALESIDITCHES, AND INSTALL DITCH LINERS. INSTALL
PROPOSED UTILITIES.
7. ALL GRADING, COMPACTION, POND/BERM CONSTRUCTION, BUILDING PADS
AND PROOFROLL SHALL BE OBSERVED BY THE PROJECT GEOTECHNICAL
ENGINEER. SUBMIT GEOTECHNICAL CERTIFICATION OF POND BERM
CONSTRUCTION TO OWNER/CIVIL ENGINEER.
8. AFTER GRADING IS COMPLETE, THEN ESTABLISH PERMANENT GROUND
COVER ON ALL DISTURBED AREAS, INCLUDING PAVING,
LANDSCAPING, MULCH, AND ESTABLISH A DENSE STAND OF GRASS. ANY
BARE SPOTS, EROSIVE RILLS OR EROSIVE SLOPES SHALL BE PERMANENTLY
STABILIZED WITH AN EROSION CONTOL BLANKET AND GRASS (SEED,
HYDROSEED OR SOD AS NEEDED). THE CONTRACTOR SHALL WATER ALL
VEGETATION AS NEEDED FOR HEALTHY PLANTS AND GRASS UNTIL
CONSTRUCTION IS COMPLETE AND APPROVED BY MUNICIPALITIES.
9. AFTER ALL AREAS ARE STABILIZED AND A DENSE STAND OF GRASS IS
ESTABILSHED, THEN CONTACT EROSION CONTROL INSPECTOR FOR ONSITE
INSPECTION. OBTAIN APPROVAL AND REQUEST PERMISSION TO CONVERT
THE TEMPORARY SKIMMER BASIN INTO A PERMANENT WET DETENTION
POND.
14_ FOLLOWING APPROVAL, THEN REMOVE ALL REMAINING TEMPORARY
EROSION CONTROL MEASURES (SILT FENCE, INLET PROTECTION,
TEMPORARY DIVERSION DITCHES ETC.). REFER TO BASIN/POND CONVERSION
SEQUENCE ON SHEET C4.03.
11. HOLD FINAL ONSITE INSPECTION WITH EROSION CONTROL INSPECTOR AND
OBTAIN FINAL APPROVAL.
f
THIS SHEET IS NOT TO BE USED FOR FINAL
GRADING. PLEASE REFER TO SHEET C4.01 FOR
FINAL GRADING
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KATHY POWELL , _ 254 255 1 4 +� W
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MAP # 2012 - 275 \ Av M'27'44• w -- +'
LAND USE: SINGLE FAMILY HOME �. ` ?��
ZONING: RA-40 `• �: J APE FEAR PRESBYTERIAN CHURCH j
D-B. 520 PG, 289 ECM NC GRID COORDINATES M
- N - 613,404.602 +p
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TEMP RISER WITH SKIMMER BASIN #1 f +
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FABRIC- 10'X7.5'X14"TH �� OUTLET (TYP) -�� ++ . f n
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FABRIC. 18" THICK - FILL THE
VOIDS WITH DIRT AND KEY TO
GRADE
L ` ` LINWOOD & KATHY CRENSH�W ' I I I I 14
D.6. 948 PG. 892 I , I rJ i
EX 78 RCP MAP # 2016 - 174 \
LAND USE: SINGLE FAMILY HOME
ZONING: RA-40
EX. 15" R65,� = �� --_ _ _ ` ECM
1�11
EROSION CONTROL LEGEND ;'II / _ l''
CHARLES & LYNN JOHNSON
LIMITS OF DISTURBANCE r� LOD r� LOD - ��� ;\_ - \ EIP _T '� I
D.B. 1077 PG, 539
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SILT FENCE OUTLET EX. 1, �P ,,- _�Qy + / ��Q 8� I I + j I N.C. ONE -CALL CENTER
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.� � � rl , ' �cM 15" RCP
��248.00I ,.w
TREE PROTECTION FENCE TP - _ ` _ r +f 1 f c
DIVERSION DITCH -� - �\ - fa _ INV CUP + + f I r
TEMP. WATTLE �1 ` _� - INV = 250-6000000000000
r _
TEMPORARY GRAVEL P OPOoav000 246� C. i - -_ �� a =
CONSTRUCTION EXIT a v v o a a a o v v v 11 NAPE _ �]� \` w�5
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DATE
JAN 24, 2023
DESIGNED BY: BTW
DRAWN BY: BTW
CHECKED BY: SJB
PROJECT No, 2021110
DRAWING No, W-4070
SCALE: AS SHOWN
SHEET No
C6mO2