NCC231566_Site Plan or Location Map_20230531

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I GENERAL EROSION CONTROL NOTES: +42 - EXISTING CONTOURS checked JMK
•-, II 1.)ALL DISTURBED AREA(5L BE PARTICULARLY SITE AREA: 3.77 ACRES 132 PROPOSED CONTOURS
,I{7• EXPOSED SLOPES SHALL BE SEEDED,FERTILIZED reviewed JMK
11117
AND MULCHED TO INSURE THAT GROUND COVER IS DISTRUBED AREA:2.13 ACRES `_ `` PROPERTY LINES
-- PROVIDED WITHIN 14 CALENDAR DAYS.FOLLOWING date JAN 2023
,�,-++,, COMPLETION OF ANY PHASE OF GRADING;PERMANENT IMPERVIOUS AREA:0.40 ACRES PROPERTY LINES NOT SURVEYED
<<7J TO FAYETTEVILLE GROUND COVER FOR ALL DISTURBED AREA(S)WITHIN •
r- 15 WORKING DAYS OR 90 CALENDAR DAYS(WHICHEVER - ' �'/ SETBACKS job no. 09-1035-01
IS SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION i" \ f
OR DEVELOPMENT. / '� + i 55 ------ EASEMENTS
2.)THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE „"�°ja`e4rx /„ `�`3 \ ��/ EXISTING FENCE N
NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION-CONTROL � �� _______ �01 's \\ ASS SS PROPOSED SANITARY SEWER
iH
4111,-,...
DEWCES OR STRUCTURES.IN ANY EVENT,SLOPES LEFT ` `' -'3i $ I I • IX.SANITARY SEWER MANHOLEEF OSED ANYPWILE,WITRA I G,C BE PLAN ED OR THERWIS , • �/ 7 OF ANV PHASE OF GRADING.BE PLANTED OR OTHERWISE - I EXISTING REBAR Q •`� (,r
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, ''t� II I' Q[Re Q„I r-,DEVICES,OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. \ C"I WwI- OMR SET IRON REBAR 3J ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL , • I _1,„ 1+„_ Z O u3
$' _ IX.STORM DRAINAGE LINE
,� •
REMAIN IN PLACE UNTIL N.C.D.E.N.R.HAS APPROVED THEIR REMOVAL I
�` 4.)ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE _____` I . \ �OHE IX.OVERHEAD ELECT. .7y O a
a BUILT AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE ---- I O
3 DETAILS,SPECIFICATIONS AND THE EROSION CONTROL NARRATIVE. - r A% _ ) \ i •I W
ETLANDS a W m,O
5.)CONSTRUCTION DETAILS FOR ANY EROSION CONTROL MEASURES NOT _ ----.. __- _ 0'60, r, ; I / \ O C/0 W I-W Z
SHOWN ON THIS SHEET,SEE SHEETS 7-6 OF 9. ,,?._---- ���, / 56 DIRT DRIVE K, W J
CI,AD60CRNE DR ___--
III 0. 6.)THE EROSION CONTROL NARRATIVE AND THE CONSTRUCTION ) I / z 7 a Q-
• SCHEDULE �y'
9$ CONTAINED IN THE EROSION CONTROL NARRATIVE ARE CONSIDERED ______ __________ - , // IX.BRICK WALL W
-'
TO BE A PART OF THIS PLAN AND SHOULD BE ON SITE DURING ALL �'\ '- z
I
®T }
1__- __.(,2----------- - '3Z, i ° I.130.20 EX.CENTERLINE SPOT ELEVATION VI �W W
I
VICINITY MAP N. S. CONSTRUCTION ACTIVITIES. \ ffi 7 O O Fo LL
7.)TEMPORARY SEDIMENT TRAPS AND BASINS ARE TO REMAIN IN PLACE -- 4
w EX.WATER LINE aJ W
UNTIL THE SITE IS STABILIZED WITH GROUND COVER.UPON 1 \ \ '. +.. PROP.SPOT ELEVATION a•U O p"
APPROVAL IQ O
FROM N.C.D.E.N.R.,TEMPORARY SEDIMENT TRAPS CAN BE REMOVED. m qj 1>-� PROP.WATER LATERAL 0
PROPERTY OWNER THE SEDIMENT BASINS ARE TO REMAIN IN PLACE AS PERMANENT 1 I = 2,44
DETENTION PONDS. I 0,2.,•A. \ , S PROP.SEWER CLEAN OUT W Q
GREGORY W. FLOYD \ 525 / • PROP.SANITARY SEWER MANHOLE W N Q
\
- - CONSTRUCTION LIMITS(TYP.) W
FLOYD PROPERTIES& DEVELOPMENT INC _ - -- X x S,LTFEN�mP.) W
901 ARSENAL AVE 101 ) �� �*�° CAPE FEAR CROSSING REINFORCED SILT FENCE OUTLET
Sediment Skimmer Basin 1 ono s�" P.B.0125,PG.OT05,,\ =
FAYETTEVILLE, NC 28305 Drainage Area-1.45 ac ATC SET
FENCE 57 U
00 I, UUITs INLET PROTECTION
910 426 6700 Disturbed Area-1.45 ac I \ ,
Q10-1.45acx0.5x7.0=>5.08cfs a 52e°,2TE . Lz, ,s �-
Required Surface Area-1,651 sf 1 \ I a'TOPSOIL BERM O:E' ••e• . -' / TURF MATTING ON SLOPE
Required Volume-2,610 cf �+; �� - °N oMPLEr s \
Provided Surface Area-1,750 sf -I �I 1 • T,
Provided Volume-2,800 cf �A ` EAS BENT \
Basin
Size
Elevation
tion- 38.100 I` °mF. / �,3, PROP 2D'SAN SEW _ _ _ �Il... / a u
Top
Elev
Weir Elev 129.60 / �� r,
GROUND STABILIZATION
��- 130 �+„ \ V 31TE AREA STABILIZATION EXCEPTIONS
Weir Size 6' I _ ,. - OPRQ(ZD� \ \ DESCRIPTOR TIME FRAME
Skimmer Size 1 5 �/qG�,a, o ''58 m� D NONE 8
Construction Schedule Oriface Size 1 3 - 1 �' s.�1, �AGE�\E FND AT C37N SILT FENCE I J WATER SLOPES ,DAYS NDNS A� � e� z `0.50% 'b. .-__ ,MRs 1 Q wA F11,18 ZONES w LI
:A-4 .'r 1111 � 0.50� �o �` I SLOPES sham ,GAYS IrswPESARE 10 _
1. Obtain all necessary permits - ;,; k '. `'' �. SW•LS� _ %� I OR LESS NL LENGTH 1
2. Conduct preconstructionconference -"�-
nse'e.___. :E,,,._,, �� r _ '� m ;',., / AND ARE B'
3. Prep site for preliminary erosion control measure installation. \ I`,'rJ•''a - CHECK DAM,3 311 ` / 4P / "T°°E S
4. Install necessary perimeter erosion control measures such as �� `c ,5 �''•,. ! ,I / ,.GAYS z
DIVERSION BERM Imo` T,1,I / �O
silt fences,construction entrances and berms. / A .
�' 1 N 11 i FLATTER IRAN GREATER
5. Clear and grub enough of the site to accommodate the installation .- WOODED AREA( - _`.,',( • ' N ,�. b; T / / DAYS DNE(EXCEPTFOR
• TO REMAIN AN ` $ .,/ _ • L/i
of the sediment skimmer basin to be graded,dug out and installed. z ° 61 , / a I `r FLATTERTHAN„ NOW ZONES°
6. Install sediment skimmer basin. J„DIRT DRIVE BE PROTECTOR. . , .i, ,,,,,Ts 62
i > f.--' / • •`• '®- 2)3,308 sf %z-40604sf__ '•b
7. Striptopsoil on lots and stockpile. !,/ - / /', •. ' _ • \ '¢ NA L� Nto am''%
P P PAD 137 75 PAD 132.00 CAPE FEAR CROS
8. Grade lots. / /� , 63 ae80 61 / / ;< F�d'':
9. Install sewer lines,manholes and laterals. � 0 2a.ns61 P.B.0121,PG.Op31 O �� �e„+�?
sanitary / FUTURE DEVELOPMENT I r � 3 PAD 131.50 PAD 132.00 .m
10.Install water laterals. FLOYD PROPERTIES 8 \II - \ _ I 2 • b •
DEVELOPMENT INC J \ \ `�' DIVERSION BERM2 - / ENTRANCE 59 I e GENERAL EROSION y ,"' '
11.Install concrete sidewalk. BAFFLES �� •�� h:y
T • I ATDONSTR6D"°" AND SEDIMENT CONTROL NOTES '
901 ARSENAL AVE 101 . V. - - tv.,'-- saNMER ' TFE, WATT I ,�Op .....-�P�..�
12.Raise all structures to grade 1 6.S,N, 1 3, ,,
FAYETTEVILLE,NC 28305 - �^;. - ' SKIMMER - r g I A. / 1.UNLESS OTHERWISE INDICATED,ALL VEGETATIVE AND STRUCTURAL \ ``
13.Spread topsoil on shoulders and easements. /' Le3T1.310 S P DE R=
D.B.7415,PG.0740 _ _ 'D.!' 1tilr
. -.325.000 325000 _ 131 - EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND '
;` ,,-,9,110--_$ (N06.19'13•W)MO$ -% '23' 1 MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND
14.After completion of all grading,seed and mulch all disturbed area. P.B.A125,PG.0105 /. m 1 31jak t J,•cy�, ay _ RaNFORCEDsar I //,4,-,..R, 316- t._ -'--- I 32SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT
15.U On ermanent rOUnd StabIllZatlOn,COntaCt NODE fOr In$ CLIOn R PI,J.046647 8416 z .• 3 / ��� N21°O6•gq z FENCE OUTLET /
P P g Q MYRTLE - `� / �'#�- e3•� 61 J CONTROL HANDBOOK.(NO SEPARATE PAYMENT).
&closeout construction. . /� �I/�/►/326' _ m� �� /EM I WETILAA� S• - 1 4y` \�OJ 19 1A_ M -f -� 28°PTOI'8.10.44' Ol r YRi� ` l \•,_7 \p1W1 LJ V f(•' 1EC 80X / 2 THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE
zqx L0.:: - - \ 00 • W' _ 3�� I WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE ONE WEEK PRIOR TO LQ
\ __ v-yg6'4S 1- oxsrrtuc - _ I • THE COMMENCEMENT OF LAND DISTURBING ACTIVITY,AND ONE WEEK PRIOR
6c.PEJi1RT ..2a--- 1 , - - • ' •- • - . F '0. a39• J °IWrtR RIP. `�� S.
�1� I O� TO FINAL INSPECTION. 0 _
-c.K__ ,,z}-_ •`, -4,, S 0 ,�"�f \ .27'B-B STREET AY ROLL\ CURB �C/O'000 \\,� I ,.•/ 3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED CO OO
\ I p1A C - - �' '�17- ':'. - • '-- . C0 �N'A/ I PRIOR TO CLEARING AND/OR LAND DISTURBANCE. N
NOTES: ��o\\`• \' \- _ .LAMPPOS " - in CD
•G3' - 4i' . __ °S q �` I 4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND > /l
1.)PROPERTY IS ZONED SF10. \\� •�� , - • - • • - '`$to • - 3 •0 13pA-- F / '\ M • PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. Q v
2.)PROPERTY CONTAINS 3.77 ACRES. �`.,p•1. • -:u�; - O. 9g0•= z O
\• \ ¢'- yg. B0 99 5 PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER Q l• I
3.)PROPERTY PIN 0466-07-8416&0466-47-5670. ,, •1` \` rr • • • 1 y 0 THAN INDICATED ON THESE PLANS(INCLUDING.BUT NOT LIMITED TO Q CO LL
4.)PROPERTY IS RECORDED IN PLAT BOOK 125 PAGE 105: \ , ,. I, - i: P' 129 N9°`9, ,8 OFFSITE BORROW OR WASTE AREAS,STAGING OR STORAGE AREAS),THE LD
\ ' . >.�". - _ f. GUTTER BUDDY. ` \ CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION = r
DEED BOOK 7415 PAGE 740&DEED BOOK 7233 PAGE 0684 `'`� _' - - '.�\-'�
\' y r, •; • _ • • ql' / OPEN SPACE 0.19 ACRES _ - CONTROL PLAN TO THE OWNER FOR REVIEW AND TO NCDENR REGIONAL CO X :5 0
5.)WATER&SEWER WILL BE PROVIDED BY FAYETTEVILLE \� O •\\� - `RTIE _ - / MB T q'A• I OFFICE FOR APPROVAL CONTRACTOR SHALL PAY ALL FEES REQUIRED 0 0 5)
_ w /• FLOYD PROPERTIES& � - I._ 0)
PUBLIC WORK COMMISSION. .-:' 7 _ - �® AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. CO ++ Q Ln
6J TOTAL OF4 LOTS. ____ / _ - • DEVELOPMENT INC �` / = THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY 03
. � ''� ' ':�'`-` \` ###1 •/fk _-?-�f'� 901 ARSENAL AVE 101 \ \ J_ --y / OF THE AMENDED PERMIT. Q C Q
7.)SETBACKS"ZERO LOT LINE"DEVELOPMENT: C) __ ## = �- ;,FAYETTEVILLE,NC 28305 ,:',`"I' 7A'- -' =- / O (�
FRONT 8 CORNER SIDE:35' '_ � - Ei\cPE FEA CROSSING / / / \ 6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
JP ,EX;SIGN - # "- D.B.7233,PG.0684 `
•
SIDE YARD INTERIOR:5',SIDE YARD EXTERIOR:10' b .# �„ �' \ ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT N- Q- LL 0_ -J
` ,,z,, . .r�;,;+ / "��.2.{,,,: : P.I.N.0466-475570 P.B.01 1 PG.0031 # EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR OR THE
REAR:35';20'WHEN CORNER SIDE SETBACK IS 30 OR MORE ' '� _ .`�- % $ / ENGINEER.(NO SEPARATE PAYMENT).
8.)OPEN SPACE: I�` } ••'.•A®® ,` / •� _ • \ // /
REQUIRED 10%OF 3.77 ACRES=0.38 ACRES /` �,/ X�/ 7.PROVIDED=0.48 ACRES A {## f I'f .•�,T'•- -�- --•- • •' �\ \ / MALL RESA ALLAREAS DRAIN DRAIN IS APPROVED ACTISEDIMENT ITIESA CONTROL
_ MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND
O •, `.#+ ' I - - j'_ - _ - • - ' ,\^\�\ / DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. Q
IL 9.)MAXIMUM BUILT UPON AREA PER LOT IS 4,000 SQ FT. aA'+ q°CREPE.24Y,
\ �� /,' PREVAFT;JAMESN ;_ \J/ / B.ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED W
•'2q^LREPE ,p / •
�f',�- - y- -PREVATT,P�GGA;- �•VVG1 • S- - - • • \� /� / / F� SHALL BE SODDED OR SEEDED AS INDICATED AND STABILIZED.",(�.�J !(,��:/%�" Sy '3, ./•�' _ •3928 C}.1N'TOf`I�RD. •_ "\, / s 9.DURING DEWATERING OPERATIONS,WATER SHALL BE PUMPED INTO AN
• / �'%" '- /-.' . - . -FAYETT€VILLE,NC 28312•- �-
\ O �- \ / / APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING
L !/ • • •• •, • . D.B.f084,PG.D017• \ OUTLET.
v C P LN.0466 47.11650 •• • / 0.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
is
- �/ O `.•'•' -•---- '-"-�, - - - - - - \• �`� PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING EVENT.ANY
TBM: G-- / .'L_� - - \ � / NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF IIE
NEBOTHEC RN INFIRERAIN T NDREL 32RD (� FA-elt<'t6TW8.4.4L(ELFRA.NKll1 THE EROSION CONTROL DEVICES SHALL BE MADE IMMEOWTELY W
NEAR THE CORNER OF BURLINGTON DR EL 132.15 ,'''R _ _ _ IV
526 OBERSH�A LN J/ _ �'}�/
STEDMAN,NC 2899E-✓ --- './.•• - •\\ C ALL TEMPORARYCEROSIONB TION RLMEASURESTGRO N COVER
S L'
r -,,• CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS �i
•
EX NAIL AT OUTBOUND AT INTERSECTION OF �� CAPE FEAR CROSSING /D.B.10587,PG.0783 ''FAIRCLO1'H,'LEMOEL FRANK II BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER.(NO SEPARATE
HOMEOWNERS ASSOC INC P.I.N.0466-07-4 '`�526 OBERSHEA LN. •- PAYMENT).NCDENR'S FINAL APPROVAL IS REQUIRED.
BURLINGTON DR&CLINTON RD EL 129.27 NC 28391 rQ L. 901 ARSENAL AVE S,LEDMAN,, 12.TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT
FAYETTEVILLE,NC 28305 • D.B.105rI7�GUT8'3---_- ALL CONSTRUCTION STAGING AREA ENTRANCES ANO ALL CONSTRUCTION
r.
EX NAIL NEAR EX SAN SEW MH ON EX SITE EL 129.27 y D.B.8730,PG.0001 / P.I.N.0466-47-3428 ACCESS LOCATIONS INTO NON-PAVED AREA.(NO SEPARATE PAYMENT). Win.LW �i
I P.B.0121,P031
P.I.N.0466-47-5605 13.WHEN CROSSING CREEK OR DRAINAGE-WAY,THE CONTRACTOR SHALL 3 i CCC�8
O / TEMPORARY DIVERSION BERM VELOCITY CALCULATIONS RIP-RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND RESTORE ®Z
"All construction to be in accordance with current applicable City of O/j� • SLOPES TO ORIGINAL CONTOURS,BUT NOT STEEPER THAN 2:,MAXIMUM.
Fayetteville,Fayetteville Public Works Commission,North Carolina �/ BERM SIDE BOTTOM MIN.DEPTH AREA(AC) Q-CUMMULATIVE VELOCITY LINING DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY.
Y Y J SECTION SLOPES WIDTH (FT) (F/S) scale
Department of Transportation (NCDOT) and North Carolina rO6-, 3:,;Ba z 1' o.aznc z.esDTs ,.I I No =dIT
Department of Environmental Quality (NCDEQ) Standards and -40 0 20 GR90 APHIC SCALE 160 Field Book No.
TDB-2 3:1;6:1 2' 1' o.a1 AC 1.4a c s 1.az F/s Ni)
Specifications." ` - II 100-2103
SHEET
( IN FEET) 7 OF 11
1 inch= 40 ft.
EROSION CONTROL PLAN FOR