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• DB 10356,PG 673 MICHAEL PETER N F ^
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s •� �J) \ PB 137,PG 169 PB 137,PG 169 MARCHESE JR.&WIFE. I CHRISTOPHER J.LIU&WEE, INEZ R.BARBOUR SHABAN SALEH
^O o ` I SE NATALIA 7,PG 169UEZ LIU DB 10363,PG 261 DP 11637,PG 452 a N/F
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d I J B RIM 178.44 SSMH 8581
SHELF 168.05 20'UTILITY EASEMENT
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m® f+" ,�OPy' DffPsLN 7 E ST G INV OUT 167.43 1 •,9 `` RO
/ xLE t/z - DRAINAGE EASEMENT I 'f/ - INV IN 16745 p SHELF 16601 `
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DB 10641,PG 249 _
/ PB 113,PG 97 �� �\ I I a S r S11 : ' SF OUTLET N/F I /
�? /upj / \ ( ) \ BRENDAN D.ORMOND&WIFE, /
/ 202 / 40S i
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MAGALIE G.ORMOND
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a \, „ 20� +198.50 �POr _ L H DB 10967,PG 2 /
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CPR EIP-EXISTING IRON PIPE ERB Q=P^y/ _l \ VO \ `t�200.48 / rff =7�\ 198�2Jm; o I
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201.60 ,,pp S c� ��NAG S75 MATTING /
R/W-RIGHT OF WAY /// NSF 2 O , ' L •10O'4// •1•• 1 ` STAPLE\ PATTERN D �� \
PROPERTY LINE BRIAN P.SHAVER&WIFE, ERA I I ( Ie 83.at R - / / I
ADJACENT PROPERTY LINE / MELISSA J.SHAVER (( ( , N''9 / 1 7 // \�\c \
TIE UNE °B PB81113,PG 97 / o ,�„ • PAD 202.00 I<` (�` l o NJN 196.41 \ /� -7 \>e3 t>9 ' L x000 ( / I / /
RIGHT-OF-WAY / 20190 U 1 Y 198.76'1\ 198 ]'�° I 1•_E / ''�192.81 V /
- - - -SETBACK UNE / �/' ` / 93\.00 - I / /
Ns SANITARY SEWER UNE GROUND STABILIZATION CHART / ` •• \ \ \ •a \,17
/ 'a' ^�, �•' /
-m STORM DRAINAGE SITE AREA STABILIZATION STABIUZATION TIME / �l f R s ,/ I• 9665-v —WATER LINE DESCRIPTION TIME FRAME FRAME EXCEPTIONS / ✓ 19250 ( z// OVERHEAD UTILITY PERIMETER DIKES. / l`25) %, \ \ ,97-45 pan 19]nO 91 3.000 �^�^ �. / Polt'—--—WETLANDS SWALE%DITHCES 7 DAYS NONE N/F , /. ,-I \ L^ 1 /PERMANENT EASEMENT AND SLOPES LUIS S.FLORES&WIFE, T ^'' \ $ 196.86 •\196 82 \ RIP RAP DISSIPATER < /HIGH QUALITY WATER MARIA FLORES m2tj °o\ \ /��L 7.S'W 3 75'/8.8' SLOPES TO BE MATTED 1 /
8,X FENCE UNE 7 DAYS NONE 0.70 \ s
(HQW)ZONES DB 6975,PG 817 / \�, �2 62< D8"De12" IMMEDIATELY UPONCONSTRUCTION
0 o WOODEN FENCE PB 113,PG 97 U 1 1 ( \ ♦. iWINLET \ FE8-3,^'1IF SLOPES ARE 10'OR / of `,, _ 6 2621 LF®0.57% PROTECTION +G 'CLASS B 18"THICK \ /
- -500 YEAR FLOOD ZONE SLOPES STEEPER LESS IN LENGTH AND ARE �
7 DAYS P US \ 15"RCP + (- '�
-Ioo 2—100 YEAR FLOOD ZONE THAN 3:1 NOT STEEPER THAN 2:1, / /, / \ Rao 20i.00 \),96.98 \ 1961a \ `,. l 25 / 8/
FLOODWAY 14 DAYS ARE ALLOWED / 0S \ \\90 `, t \ 1 96.14 L 61.58 LF®0.41% ,/B PROJECT NAME
-20D—MAJOR CONTOUR SLOPES 3:1 OR 7-DAYS FOR SLOPES • / / \ is"RCP N/F / �I
14 DAYS GREATER THAN 50 FEET / e7 / V C-2 2 BRENDAN D.ORMOND&WIFE, / / 2 /
207—MINOR CONTOUR FLATTER IN LENGTH / -- N� \• r� 'o®�/ ',, I /
x+ a'SP 20T ELEVATION NONE \ B MAGALIE G.ORMOND
24\) • 200.68/ p- oa ,957P 186.6/ DB 10967,PG 2 / / LITTLE
ALL OTHER AREAS / \�1 - - /e� ,J 56.15 /
BENCHMARK (EXCEPT FOR \ 0p 202 _ `��+ 95 0 PB 106,PG 56 / /
WITH SLOPES FLATTER 14 DAYS PERIMETERS AND �/ N/F j \ ,•�'j/ B T 0� �26 / , VILLAGE
�MAILBO% THAN 4:1 HOW ZONES) /2• MARY SANDRA TAVLOR •\ _ �• - A•/O \ / 8 / I
ELECTRICAL BOX DB 7086,PG 443 / ,41074.4 / / S
® ERB TEMPORARY.,
0 UGHT POLE PB 113,PG 97 .� JOI CONSTRUCTION' 'N.,\\ / - 7 I / 2 I I C
B ENTRANCE o \ l / J // \ SUBDIVISION
'III UTILITY POLE r i Co \ / 26
OT TELEPHONE PEDESTAL 1E/z 1 \•2-- m� / / -
CI CABLE PEDESTAL EROSION CONTROL NOTES / _ Y N/F / / ij 7
7 JAMAAL COOPER KENNEBREW&WIFE,
04 WATER VALVE TEMPORARY EROSION CONTROL FACILITIES AND/OR / \ GIDGET/F
WILSON C \ ,---
1. MELISSA KENNEBREW 7 ) '� /
/ ( \ DR 7724.PG 312 ERB g \.�', DB 9976,PG 100 �... (ZERO LOT LINE)
0 WATER METER PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF1/\
\j\ PB 106,PG 56 /
®WATER BLOW OFF AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED \231 \ �u (J 1/2•
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE / N \\ \ / \/
S CATCH BASIN OR AT THE EARLIEST POSSIBLE POINT DURING / N / \ \U,G' / / 2
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CI SANITARY SEWER MANHOLE CONSTRUCTION. /F ���JJJ S.O
I (ASPHALT 2. TEMPORARY&PERMANENT EROSION CONTROL MEASURES ENAS GOUMAA& / ) g+ �\ ,q OO / I 1
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN,OR NOHA GOUMAA / / \ \ ! \\(0\ 8
CONCRETE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH DB 11542,PG 4 \ \ \ C Z / --`1 /
'.I WETLANDS CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND PB 113,PG 97 / / -_ \C SQ,p / 27 2 /
(BUILDINGS DESIGN MANUAL. 7 \ 7 (\23) Ii> % sm �P<"L / N/F 7 �� ! /
3. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ N \ co 0` \ 1 /
-LIMITS OF CONSTRUCTION OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY / / CHRISTINANMARIE LOPEZ t/z''l \,S \ /2/ NANDX E 11PB 106N PG PG S60EGA // $\ /£/
-sr—SF-SILT FENCE UNE LAND DISTURBING ACTIVITIES.910-433-3300 __ ` Vjj///
4. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR DB 11390 PG 715 C GRADING AND
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE / \ PB 106,PG 56 / \ERB /
CONSTRUCTION SEQUENCE PAVEWHENMENT AREAS.TRACKIING OCCUR OVAL SHALL BE ON A DAILY BASIS / / / \C \\ / \ / / 1 EROSION
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND 5. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY(50)FEET 7 \ \\
HOLD PRE CONSTRUCTION CONFERENCE. FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE o '
2. INSTALL STONE CONSTRUCTION ENTRANCE,TEMPORARY SILT CHANNEL.IF REMAINING FOR MORE THAN SEVEN DAYS, \ 7 � C' \ 7
- \/ c 1 CONTROL PLAN
FENCE,&SILT FENCE OUTLETS. STABILIZE THE STOCKPILES BY VEGETATIVE COVER,TARPS, / / / x
28 i
3. CLEAR AND GRUB THE SITE AS NEEDED. OR OTHER MEANS.CONTROL EROSION FROM ALL 1 \ \\ / _ / / \
4. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. \ / 1`22 z \\ `N /
AND EROSION CONTROL MATTING TO AREAS TO REMAIN TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES / \ / N/F
GRASSED. MUST BE NO LESS THAN FIVE FEET FROM THE GRADING NOTES V N/FA. E \ CHARLES1.PG 4 / \ 7
S. INSTALL UTILITIES. DRAINAGE GUTTER LINE AND SHALL BE COVERED IF LEFT \ MORGAN A.YANKEE ® �/2. DB 1JI460 /
/ 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE DB 10762,PG 249 /2•
6. INSTALL INLET PROTECTION ON ALL NEW STORM WATER MORE THAN 24 HOURS. \ERB PB 106,PG 56
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL \ PB 106,PG 56 �.� .�
INLETS. 6. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT \ / / \ $
7. PERFORM FINE GRADING. CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING GRADEAOFOTHELL SPOT ELEVATIONS OTH ARE TO THE FINISHED x g+
8. INSTALL AND PREPARE BASE COURSE. DRAINAGE AREA HAS BEEN STABILIZED.INSPECT GRADE OF THE CURB,UNLESS OTHERWISE NOTED. \ / \ ''° \ / - :\ \ CLIENT
9. PAVE ROADWAYS. TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES /
SHALLNGIHAVE A CROSS SLOPET PE STEEPERA THAN 2%AND
10.FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED A DAILY BASIS AND REPLACE DETERIORATED,DAMAGED,OR LONGITUDINAL SLOPE NO STEEPER THAN 5% 7 o \,a2..,\ \ / - FO+r �
AREAS. ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL \ % / MOHLER
11. UPON SITE STABILIZATION,SEEK NCDEQ APPROVAL TO 7. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE / _ \\ / 1
REMOVE ALL TEMPORARY MEASURES. AREAS WHICH HAVE BEEN FINISH GRADED,AND ALL WITH THE APPROVED EROSION AND SEDIMENTATION \ / - 1 \ / _ \ \ 2
12.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED DENUDED AREAS IN WHICH GRADING OR SITE BUILDINGPLAN. 21 2 \ /�— INVESTMENTS, LLC
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND CONTROL THE CONTRACTOR SHALL ARD
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY \/ 1/2"BCI s \ /In I^29
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. AGAINST EROSION DUE TO RAIN,WIND AND RUNNING WATER DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. \ N/F l/2• \ /
13.TERMINATION OF COVERAGE UNDER THE NPDES GENERAL WITHIN 14 DAYS.USE SEEDING AND MULCHING,EROSION 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE SEBASTIAN W.GALAZ \\\\\\ ERB N/F a
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST CONTROL MATTING,AND/OR SODDING AND STAKING IN \ DB 10771,PG 503 1/\\ SSMH#8270 TOMOMI ITAKURA ) 1
BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF PLACED SHALL BE CLEARED OF WEEDS,DEBRIS,TOPSOIL, / D
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL PB 106,PG 56 CO \ RIM SHELF 88424 8.33 11703,PG
PG S6E / /TERMINATION(NOT). THE NOT IS AVAILABLE AT: MEASURES.USE EARLY APPLICATION OF GRAVEL BASE ON BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
HTTPS://EDOCS.DEG.NC.GOV/FORMS/NCG01-TERMINATION. AREAS TO BE PAVED. HAS BEEN COMPLETED \ / �� n INV IN 183.73 / ! ^
PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT 8. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE / INV OUT 183.70 /
MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT \ / ��\ / / / I 2146 Rim Road
OF TERMINATION PROCESS. FINAL STABILIZATION AND PERMANENT VEGETATION HAS PROPERTY,THE PUBLIC AND UTILITIES DURING GRADING f \ / Fayetteville,North Carolina 28314
BEEN ESTABLISHED,IT IS RECOMMENDED THAT NCDEQ OPERATIONS.THE CONTRACTOR ASSUMES ALL LIABILITY FOR / �a 1 / -----
\ Y
APPROVE THE ACTION PRIOR TO REMOVAL. THE UNDERGROUND UTILITY PIPES,CONDUITS,OR \ / f\ / / Phone:[phone]
9. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED STRUCTURES,WHETHER SHOWN OR NOT ON THE PLAN / \ ,.,..i2)
\ / / V 2 Fax: [phone]
NOTIFICATION OF COMBINED SELF-MONITORING AND CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ` \c'i / _ ISELF-INSPECTION FORM: ACTIVITY. THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE -, ENL 10.THE INSTALLATION OF EROSION CONTROL MEASURES SHALL AND BELOW GROUND,SHOWN OR NOT SHOWN ON THESE \ \(DISTURBED) '30 \, 1
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION PLANS.THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE \---' i
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR ACTIVITIES. TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH 11.THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE \20^1 1 I N/F
OPERATION.
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH \ 1 w I THOMAS MCCLAUGHERTY&WIFE, A 2 PROJECT INFORMATION
PERFORMING WORK ON THIS PROJECT. L+ 1 MARIA VILLALPONDO RAMOS
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING DURING AND AFTER GRADING BY THE CONTRACTOR TO r0
FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE 12.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST.IF IT \ D.
TR P n' DB 10945,PG 491 \ 1
INSPECTIONS TOOK EFFECT OCTOBER 1,2010. CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY JOHN D.BRASWELL \ I SSMH#8275 PB 106.PG 56
RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN IS DETERMINED THAT THERE IS A SLOPE STABILITY DB 10615,PG 817 RIM 187.33 DESIGNED BY: BRETT
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. PB 106,PG 56 1 SHELF 183.33
AND NPDES SELF-MONITORING REPORTS,DMA AND DEMLR IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 8. STOCKPILE AREAS THAT WILL EXCEED 10'IN HEIGHT \ I I`:`.-IN 18292 — — — '- I DRAWN BY: BRETT
DEVELOPED A COMBINED FORM.THE SELF-INSPECTION 13.PURSUANT TO G.S.113A-57 2.THE ANGLE FOR GRADED SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED O
() BY SILT FENCE. \ r TUT t82.86 I CHECKED BR: SCOTT
PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING SLOPES AND FILLS SHALL BE NO GREATER THAN THE 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL —
PROGRAM OF THE NPDES STORMWATER PERMIT FOR ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS \ a+I i
1PROJECT NUMBER: 1943
• CONSTRUCTION ACTIVITIES.THE FOCUS OF THE OTHER ADEQUATE EROSION CONTROL DEVICES OR IN PROGRESS. I ERBSELF-INSPECTION REPORT IS THE INSTALLATION AND STRUCTURES.IN ANY EVENT,SLOPES LEFT EXPOSED WILL, 10.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE u /
it MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN \ o0 I^31`�
MEASURES ACCORDING TO THE APPROVED PLAN.THE PHASE OF GRADING,BE PLANTED OR OTHERWISE PROVIDED TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO I - d'` DRAWING SCALE
8 INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES HANDLE THE STORM WATER ARE CONSTRUCTED.THE \ J I i N/F ( d
THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE JACK DURDA&WIFE,
COVER IS ESTABLISHED.THE FORM CAN BE ACCESSED AT: PURSUANT TO G.S.113A-57(3),PROVISIONS FOR DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. �y II SHEENA JANET BAKER
HTTPS://WWW.DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-AND- PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION 11.ANY DEVIATION FROM THE APPROVED GRADING PLAN \ INV OUT 17_... 44 c7i I DB 11385,PG 395 // I HORIZONTAL:1"=40'
S LAND-RESOURCES/STORMWATER/STORMWATER-PROGRAM/NPDES- MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR I, I I PB 106,PG 56
c CONSTRUCTION-PROGRAM 90 CALENDAR DAYS FOLLOWING COMPLETION OF TO IMPLEMENTATION OF THE CHANGE. t/z'. 'IAr
CONSTRUCTION OR DEVELOPMENT. 12.ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR \ \ ERB" 3"RCP ILA N
14.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 0 DATE RELEASED
9 IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, CONTROL MEASURES SHOWN AND ANY ADDITIONAL TEMPORARY EROSION CONTROL BLANKET OR EQUAL BRO.O II�zt�OO�v�,,'�__ Epg -Z0'DRAINAGE
o PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT(919) 1 MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING SUBSTITUTE. 50' MOR \o9..s� $ 1RB P6 106,pCVSEMENT GRAPHIC SCALE
N.
9 791-4200. 0 15.ALTHL SEEDED AREASURSE OF WILL BEEFERTILIZED,RESEEDED AS POBLrC S7g,.E.T �7\- CI 822564 G— 0 40 ER 180 SEPTEMBER 6,2023
p NECESSARY,AND MULCHED ACCORDING TO THE DETAILS ,,
\ HEREIN. 4 INV IN 179.52 I z11
16.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT (INV OUT 1]9.35
ARISE ON SITE IS LORRAINE MOHLER.CONTACT 2 I^32 i 11
- Know what's below. 910-221-9901. SHEET NUMBER
ERu "' I N/F ( IN FEET)
Call before you dig. ° GINO WASONOREDJO&SPOUSE. inch= 40 ft.
KASHMIR WASONOREDJO
N/ t/2" DB 10371,PG 682 3.0
ERB PB 106,PG 56
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
s 1