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NCC242500_Site Plan or Location Map_20240820
oti"oy -9 '6',? <9 ' 0 F RFL. 9,s,,9,p� CFSS/- to \ �o,„/R/e2 yq„ J cN 841 CEI \ 741[-Jr' 011 3,�?S S-J \ SITE BENCHMARK e 2s� SITE MARKED BENCHMARK IN ASPHALT,AS SHOWN.ELLVATAN: 162♦2'(NAND 88). SIIE BENCHMARK 2 \ MARKED'x-IN ASPHALT,AS SHOWN.ELEVATION: / �%`/// Q OO�/ _/ // // //////�/ /� SI EI BENCHMARK0388). //// / /r/I// \ 7R' II O .) q . '• � /'/ > O MARKED'%-IN ASPHALT AS SHOWN.ELEVATION: //• /��\ •a'T `��/0 o// \YI— ye_�- MAW(NAND B8) 4/ \ IT'p 4 I•- o eN \ • •71 • ��• O ��� v/ I D e -_-I �IS OF SFATE PLANNGS: E COORDINATE SYSTEM(3200). 0 20' 30' 40' Solutions for O •_ /(/ BEARINGS ARE RELATIVE TO NADBJ.NORTH CAROLINA - - lv OFF SITE �10> . / `/y�> o w o y ; G2 SCALEIN� Know what's below. Land and Life Po DRAINAGE AREA A: 4 pT 99 '9C -' r, ; 'I e\ . tioq� ,4 o� Bo+/� T 0.1 ACRES �� 0 6' s ` A\ SS Call before you dig. / i n m 9 CEI ENGINEERING ASSOCIATES,INC. / • y 710 W PINEDALE AVE A `X tt ��Y -TO ,,0 ��J TOp 96 �� ��� �� D o w F FRESNO,CA 93711 q / ' .r TY' ��\ „)}` �, ��.R.�• SC, SJ J 2 ,� �_ c • _0_ • __ _C_ PHONE:(559)447-3119 �� IV�av� `1` ,9�/, ^ / �,9`��� F� s ' tiO • 7 a / /• • FAX:(Ss9)447-3129 STp/A i �. i� — • `� " Walmart , �gpirFO 9Cc s9 I ,I— —� � e -- e e,le 11 e /� �, 6 \� REVISION � � ., �-- �C` J ` /O!� \ /\ OBI • 1NO. DESCRIPTION DATE ,7,0 ,9 11 `, - -I .�•_ �� #6040-1001 DISTRIBUTION CENTER +/ �� 4� '� `-_% °�i \ \ _I+�_ ,I 3 CHANGE DIRECTIVE 3 4/23/2024 J I _',f I21:7 — I , S, �// F 1 �qs�q i Q 11 r•.7 l:7 Q 11 ` SITE FEATURES SOIL TYPES s CHANGE DIRECTIVE s 6/19/2024 I �.�o S / r l 1 \ 0TYP. II %/ SILTSOXX X14® I I' • ��jI CEO/sue?y�/ [ • O _ >SILTSOXX PROPOSED LIMITS OF DISTURBANCE(SHOWN 5'OFFSET FOR CLARITY) CANDOR SAND,1 TO 8 PERCENT SLOPES / C, I •••• • r 8/ 6•'D. A I[ O SECTION 1 UGE UGE '1 UGE' q, 1\ MI I .� q 'y5• LIMITS OF DRAINAGE SUB-BASIN _�I JQ \ - ',F,(, ,.7�• / I O J S, I `r, yR NORFOLK LOAMY SAND,O TO 2 PERCENT SLOPES 'ROPOSED , �� pqC �TYP. yll TOA F \ y9� Y m LIMITS OF OFF-SITE DRAINAGE SUB-BASIN PAVILION _ J T •�•� ■ /7 I m� WAGRAM LOAMY SAND,0 T06 PERCENT SLOPES :OOTPRINT voI .. i DIRECTION OF OVERLAND FLOW y� 1 I 7 r /..////// ///// ////// / ////// /t///// l•— W SILTSOXX W' - W • 7. 7D • qS 9�1 ■ S. L• — 1 ■ • fl • U1 • a • ��'e a I 1 s SECTION 2 �i i •�`� "`� •• ' ; —•••— PROPOSED BUILDING FOOTPRINT a�• °y PROPOSED OUTDOOR j /A" - 1 ° ;/ \ s6a1ol a S/�6O� q� �; ■ BREAKROOM II v v � �, �_�� ��� ov I I - j / ` SIZE(IFAPPLICABLE) BMPCALLOUTS • o . • 8Ss�9sr-I --•■4) o�� FOOTPRINT .T�-'i _ o o FCi -- Asa---- _ °- °QF NI — . SOIL BOUNDARY / '\ • is SET ION f - Q •••F.• L qC S O // EROSION DETAILS FS SECT( 3 I. �d L § SIS i 4FILTREXX SILTSOXX-12"DIAMETER OR ENGINEER I III /� 5 0 D FS APPROVED EQUAL) ° I ®SWPPP INFORMATION SIGN • J oG A E \ I AP- I :I I ,�",, �S ^\ is !, pi �` CONSTRUCTION ENTRANCE TEMPORARY CONCRETE WASHOUT(NOTSHOWN ON PLAN t \ © TYP. , \ \ O� 4. - -• • OF CONSTRUCTION.)EM LOCAHARGEPOFI EXCESS OR H WASTE CF I o -q C ' -- O �• :1 CONCRETE D (DISCHARGE a / 7 / •�• :•�• . • 'p AND/OR WASH WATER FROM CONCRETE SILTSOXX ,w ��. . • FS 1 oA a �• �/1, 0- \F0 CF CONSTRUCTION FENCE ®TRUCKS WILL BE ALLOWED ON THE CONSTRUCTION SITE, \ OSECTION 12 1 1<S, /6, 1 , / S" • I • • •%-:•x 5 - o F` j' BUT ONLY IN APPROVED ABOVEGROUND PORTABLE S --• T } CONCRETE WASHOUT CONTAINERS.) ®SILTSOXX II J ? 462 -1- 1 e,�• -• a• •-tpi� F I 9p T1 1 • o - 41 '� SJ '-' �,/ 9 \ �' LF . SILTSOXX ® S' r �-pir / AI A SECTION 3 9S J/tiC \ 40 , I .INI`� ��q��/ o� cF II SILTSOXX \wi' A'S9 S> EROSION NOTES \ co SILTSOXX \�I TYP J�C' _\ • - G I I SECTION 4 I T 4F` O CEMENT AND CONCRETE WASHOUT(NOT SHOWN ON PLAN GC TO ®PAINT AND STUCCO WASHOUT(NOT SHOWN ON PLAN-G.C. TO O S / CW DETERMINE LOCATION SPECIFIC TO EACH PHASE OF DETERMINE LOCATION SPECIFIC TO EACH PHASE OF SECTION 10al 0 / CONSTRUCTION) CONSTRUCTION) \ SECTONX9 T' DRAINAGE AREA A: I I - ®SANITARY FACILITIES(NOT SHOWN ON PLAN-G.C.TO DETERMINE �, • q DC DUST CONTROL(ENTIRE SITE-NOT SHOWN ON PLAN) LOCATION FACILITIES CTO EACH PHASE OF CONSTRUCTION) \ 9T / 0.84 ACRES y / �r I SILTSOXXEIONS - O �► q YI SECTIONS lir / ODEWATERING (ENTIRE SITE-NOT SHOWN ON PLAN)ON-SITE STOCKPILES(NOT SHOWN ONPLAN-G.C.ITODETERMINE LOCATION I 11 __ I UG • DEWATERING FROM ALL EXCAVATIONS MUST FOLLOW THESE SP \ �--F` �1L DW SPECIFIC TO EACH PHASE OF CONSTRUCTION) ____ ______ • ___ UGE GE �Ue - ---- - , / EQUIPMENT AND VEHICLE CLEANING AND MAINTENANCE AREA UGEa ' NOT SHOWN ON PLAN-G.C.TO DETERMINE LOCATION SPECIFIC SEEDINGNEGETATION REQUIREMENTS(ENTIRE SITE-NOT SHOWN \ UGE ' UT ''E 'UG UG GE` GE '---- .,F / q`S.O ®TO EACH PHASE OF CONSTRUCTION) ®ON PLAN) \ \ ' US �Q I i �I / y9� ®• FUEL AND PETROLEUM STORAGE AND USE(NOT SHOWN ON PLAN- ®SOLID WASTE DISPOSAL (NOT SHOWN ON PLAN - G.C. TO �U n / G.C.TO DETERMINE LOCATION SPECIFIC TO EACH PHASE OF DETERMINE LOCATION SPECIFIC TO EACH PHASE OF Ce T TYP. CONSTRUCTION) CONSTRUCTION) — O \ 1` cI A /, I,/ ID IRRIGATION OR DISPERSION SITE NOT SHOWN ON PLAN) CID HAZARDOUS WASTE DISPOSAL �Uc SILTSOXX �P f SECTION B I �'t a 11 I s \ J '�'' IP INLET PROTECTION TP TEMPORARY PARKING(NOT SHOWN ON PLAN)-G.C.TO DETERMINE LOCATION AND COORDINATE WITH STORE MANAGER OR OPERATOR. �� ��Ge SILTSOXX I CWaD \ �r , s ®SECTION 7 �,- — — -I — O i OMCATIO AREA(NOT SHOWN ON PLAN-G.C.TO DETERMINE OSHOWN UN SEEDING AND STABILIZATION (ENTIRE SITE-NOT O R� x MA LOCATION SPECIFIC TO EACH PHASE OF CONSTRUCTION TS SHOWN ON PLAN) \ STOR WATEROUTF, UGE _•���- _ SILTSOXX —=- � ' LOCATION:EXISTING DETENTION _SECTION 6 �/ POND(APPROXIMATELY 180FT SE I -B" � . , '-J MLS MATERIAL LAYDOWN AND STORAGE AREA \ OF PRQP6SED CONSTRUCTION.) P.- ULTIMATE O B 0 OTHER POLLUTANT CONTROLS _ -1-Be ROCKFISH SSH CREEK HO O — (APPROXIMATELY 1.2SMINEOF 4' SWPPP UPDATES AND AMENDMENTS PROPOSED CONSTRUCTION.) 0, rI _� r 1 THE GC MUST UPDATE THE SWPPP,INCLUDING THE JOBSITE BINDER AND SITE MAPS,TO Q NOTES TO CONTRACTOR REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE Q PROTECT SITE.UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, 1. PRIOR TO CONSTRUCTION,GC MUST CLEARLY DELINEATE AND MARK OFF AREAS CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING \ IDENTIFIED,IN THE SWPPP OR IN THE FIELD,TO BE PROTECTED(SUCH AS HISTORIC INSTALLATION,ETC.),CLEARING,GRUBBING OR GRADING,OR TEMPORARY OR PERMANENT • PROPERTIES,NATURAL BUFFERS,TREES,HABITATS OF ENDANGERED/THREATENED STABILIZATION. 0 SPECIES,ETC.). IMPORTANT: 7I THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION(RFI)TO THE CEC Q 2. WHERE IN CLOSE PROXIMITY,LIMIT OF DISTURBANCE(LOD)LINE TO FOLLOW AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING: '0 " PROPERTY LINE.LOD LINE SHOWN OUTSIDE PROPERTY LINE AND CONSERVATION Rl EASEMENT FOR GRAPHIC CLARITY ONLY. • 3. CONTRACTOR TO ENSURE ALL CONSTRUCTION TRAFFIC UTILIZES THE 1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS(SUBSTITUTIONS ARE TYPICALLY NIB \ ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED WILL NOT WORK) 2 ', .ADDING/DHLETETIN GE EROSION CONSTRUCTION EXIT(S)PRIOR TO LEAVING CONSTRUCTION SITE. 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE;OR L U 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. I- 4. TEMPORARY PARKING AND STORAGE TO REMAIN THROUGHOUT ENTIRE PROJECT. THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS,WITHOUT CEC APPROVAL,IN z AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER aMO 5. CONTRACTOR TO CLEAN OUT ALL EXISTING INLETS,MANHOLES,PIPES,AND CATCH QUALITY;HOWEVER,GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO THEIR L LJ BASINS PRIOR TO REMOVING ANY EROSION CONTROL BMPS. ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO , ` OBTAIN THE REQUIRED APPROVALS.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO V 6. FOR EXISTING LEGEND,PLEASE REFER TO SITE DEVELOPMENT PLANS. ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER 00 QUALITY. Z M 7. NO LOADING/UNLOADING OF MATERIALS AND/OR EQUIPMENT AND PARKING IS AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED.IT IS ACCEPTABLE 0 p 00 PERMITTED AT ANY TIME. TO ADD ADDENDA,SKETCHES,NEW SECTIONS,DETAILS,AND/OR REVISED DRAWINGS THAT Cr N HAVE THE CEC NAME PAINT,ARE STAMPED,SIGNED,DATED,AND ARE ACCOMPANIED BY 8. CONTRACTOR MUST ADHERE TO ANY HOURS OF WORK,NOISE LEVEL,AND OTHER WRITTEN COPY OF THEE ASSOCIATED AFI AND ITS RESPONSE FROM CEC.ENGINEERED ITEMS J U CONSTRUCTION RELATED RESTRICTIONS IN ACCORDANCE WITH THE TOWN OF MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROTECT. D Z HOPE MILLS. 02i M Q J 9. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CEC, WALMART - Z J WITHINCONSTRUCTION MANAGER,- AND.THE TOWNCTOF HOPE MILLS E ANY C � N L 1.1115 WITHIN PUBLIC RIGHT-OF-WAY.CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC W CONTROL MEASURES IN ACCORDANCE WITH THE STANDARDS OF THE TOWN OF („n I` a_HOPE MILLS PRIOR TO WORK DEVELOPER/OWNER: Ln WAL-MART STORES EAST, LP. 0 0 = 10. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CEC, WALMART 702 SW 8TH STREET, MAIL STOP 0505 CONSTRUCTION MANAGER,AND WALMART STORE MANAGER PRIOR TO ANY BENTONVILLE, AR 72716-0505 WORK THAT MAY DISRUPT THE SURROUNDING BUSINESS'OPERATIONS. \ 479-430-1103 S • Al, CONTRACTOR POSSIBLE TO M MINIMIZE RISK OF SEDALL PHASE IMENT RELEASES.GRADING/DISTURBANCE ACTIVITIES AS MUCH AS SITE OPERATOR/GENERAL CONTRACTOR: P.�F 6S R��/�% f� SEAL •- V. 12. WHEN SILT FENCE INLET PROTECTION IS SHOWN IN CONJUNCTION WITH ANOTHER \ INLET PROTECTION DEVICE,THE SILT FENCE INLET PROTECTION DEVICE IS TO BE SUPERINTENDENT: E. T 020 USED IN THE INTERIM PERIOD BETWEEN THE CONSTRUCTION ON THE INLET - .O S/T STRUCTURE BASE AND WALLS AND THE INLET TOP,ONCE THE INLET TOP IS 'Z: 1 /� \ CONSTRUCTED,CONTRACTOR SHALL USE THE OTHER SPECIFIED ON THE PLANS. IMPORTANT: GC MUST SIGN ALL PLAN SHEETS nig--0.- 5 l,, - <V9j���^ 5 LL AND ANY NEW PLAN SHEETS 1551/ED BY THE CEC. -' I,R P SILTSOXX FS • /s \ '�4 Cyr, SILTSOXX 3 SECTION 15O 9CC1 69 \ /3,pg9.p SECTION 16 FS 07/08/2029 MiU' S'43SJ 55, \ sS PROFESSIONAL OF RECORD NAH 71 0 — PROJECT MANAGER lAP �— — ' \ DESIGNER TKl 6 M� \ — CEI PROJECT NUMBER 33362 i • APPROXIMATE LOCATION OF DATE 6/19/2024 0 '2 \ DRAINAGE INLET.CONTRACTOR REVISION ---- APPROXIMATE LOCATION OF TO VERIFY_____________________________________________________________________________ ________________ a DRAINAGE INLET.CONTRACTOR TO VERIFY \ PHASE I EROSION AND SEDIMENT CONTROL PLAN B SHEET TITLE 5 SHEET NUMBER 9 C6 . 2 ©2024 CEI ENGINEERING ASSOCIATES,INC. F *.RFL 16,• ,gp� .-, a ,,.., ri l0/� o sZ 9s. 2 ,9 0 SITE BENCHMARK 0 s11 CEI SITE MARKED IN ASPHALT.AS SHOWN.ELEVATION: / �!�/T!/ ,,,,„,. ... ,/,, /L/ ,(/y// �/(/ `�O :� \ SREI BENCHMARK 2MVO�) ////�/ b O K/,< �//O /// ®/// //////////////////////O�� O�/////////////////////////////////// ///////X/////////// //////�/////l/// /////,/ /// AWMEO"%"IN ASPIIRLT,AS SHOWN.ELEVATION, JJJrrr \ /.. ,µ�ip.� 182.2{(IUYD 88) . N ,,((,, °: O p 9 O 0�:°4.4: - ° ° .t/ g SITE BENCHMARK 3: 1\ frO "/'.9'� �G/ % 9 `1(\ -- 182.9fiS.(NAYS 88)PXFLT,AS SHOWN.ELLVABON: \ Solutions for 4�°° I W I ° �/ ��" O� �,SI V/`O/AC ..'`® % o 1 g �IBEMINGS ARE S OF RELATIVETO WD8},NORM GRODNA { v Y y \ • �I'I SLATE PANE COORDINATE SYSTEM(3200). 0 20' 30' 40' Know what's below. Land and Life OFF-SITE � / �A `L� D3 o• f' ° P IV. ' OGT I`" 9 Call before you dig. sPo—DRAINAGE AREA A: , I •Oo � G Off/ SCALE 9 c r \ O/y6�� Is . 1- ° PyS f �} / ti p.1ACR ,% _ AOG� '/ O� ST ,g 9 %e I ) I o °�° o S Y CEI ENGINEERING ASSOCIATES,INC. r _ F 9p O 9 R d °o b o,l 710 W PINE DALE AVE o . q ,o •• O1 5, 6FRESNO,CA Q' I �'� O �/ J 'N 7 ,�� • �_ �_� • �_ �_ �_ PHONE:(559)971119 q TYP. d\ lilt S S . �// ' ® r� I �'9C'4� T�4' ' e.. _ \ 0 1 N 0 / - 1 <� FAX:IS 9)44933129 ��1 ► << + 2iq S % e I Walmart• . . ���T� / • ��AF /cF`� � ' O‹,\ />:{ \ e Ca •e — m el SITE FEATURES SOIL TYPES REVISION NO. DESCRIPTION DATE A 1 #6040-1001 DISTRIBUTION CENTER A�F /AA��O / 3 C CHANGE DIRECTIVE 3 a/z3/zoza I-.J •� I X ,O y -� "V "V �� ° '� L, A, L 1� I L, L ® �� PROPOSED LIMITS OF DISTURBANCE(SHOWN 5'OFFSET FOR CLARITY) CANDOR SAND,1T08PERCENTSLOPES • ' � '` �\\ ` .�.' oo ` OJ f' 6T F R gSA , / 6 U 1�IN. C7 ` U l7 5 CHANGE DIRECTIVE S 6/19/2024 co TYP. 1LTSOYY - ,_• '/ `�s 200��js/6'2'S,9'r/ / I 11_ PROPOSED LIMITS OF OFF-SITE DRAINAGE SUB BASIN ®.. NORFOLK LOAMY SAND,O TO 2 PERCENT SLOPES / •.SECTION 14�/ —1` O .z�T / j-r�aSILTSOXX / • d-I { \[, UE VE / .������•:I •.. 6',• II SECTION( S -uE UE UEm ^�� DIRECTION OF OVERLAND FLOW ' 2V° P �)4RV�O'�'I 'J • ,9 WAGRAM LOAMY SAND,OT06PERCENT SLOPES 47' r � I.-I. •�VSG►Avr, `� vo, I I m sprrloNa "9 S P ��P�.O' BMP CALLOUTS © /T O" < � I 1 0 •••� �,I' TYP. t SIZE(IF APPLICABLE) � ' . 0 1 I•.1 �44�V.444 P ® O/r CF / l \ 0 .0, 1•4 •4,,411,;*Ai - SOIL BOUNDARY [1.''' .I d1.1 ��•'07. P s� s�,sue , s� /7 iiI I I W,.. wF F '4 ''�,7 1 PAVILION i1 sr•d� •� /���/ a ✓///////// / / //.//i!// ^ 1 I =_ SI LTS0XX l!� • m FL 10 y sF • I.•1tl♦♦4444�r744 • lv r °al b 'I�' - FS ti �O / ,o'�� 1 ►�0 ' �►��,�I►�d:o �� ` a '//,// f:. _ • 1 SECTION 2 x�1 'Sq -' 1 1. OUTDOOR ♦44-.1I.11. .a -N v7 ' F.\ ' , war"� • 1 •-D ? a1. < l4 BREAKROOM 4, I•I :g y a �.d�� I i� d . . • \ �S•9sr rI flithprostilt.% - — �) .�s` 1,681sF 0,�07{ • :,,a, 77.LJ ,/�� • • ' Q EROSION DETAILS x %� ►4�44►Ow4w4s4�4w4Bw•4�ws0 °11 A 7 a \SILTSOXX /�' 11u Iigit• s �� ! ieF U0S FILTREXX SILTSOXX-12"DIAMETER(OR ENGINEER °;�, . 7 • • - / • S APPROVED EQUAL) SWPPP INFORMATION SIGN ®SECTION 13 O II /o �r�� I / -� X �yW, - �� T �. TEMPORARY CONCRETE WASHOUT(NOT SHOWN ON PLAN + I I I I m f ' CONSTRUCTION ENTRANCE 'T \ . + •!L II ' I /w __„• -6 C TO DETERMINE LOCATION SPECIFIC TO EACH PHASE _ __ _ 111E I JIIL , 110 e /\ ',��.�/ �I O OOF CONSTRUCTION)(DISCHARGE OF EXCESS OR WASTE ,cot d, ,[b/°'P- f1(N/I+J /� E TCW CONCRETE AND/OR WASH WATER FROM CONCRETE \ ■1• '�} i'�' ''/ �i ���, CF CONSTRUCTION FENCE TRUCKS WILL BE ALLOWED ON THE CONSTRUCTION SITE, BUT TYP. 11 • I �_ � 4 4 ., ■�- / I '4''. T �'. CONCRETE VWASHOUT IN oONTAIN VED ABOVEGROUND PORTABLE SILTSOXX '1I _ � ■v— 1 •=I'4440 .� -���� gilt T -- MK% 8 • • S ��2 '•. 1 < / % BLOCK AND AGGREGATE INLET PROTECTION ®SECTION 12 , . I �, 5 ����� ,I / C►` cam! 1 ,``� ` %�/ , N. •�L, •�44 � • ••M• x ®SILTSOXX ``I_ I ,,,�i „/ ►_\�t\�� / �_ 1 •� 4. •3 _ _ �'/� c SECTION 11 111r mp = F I I ��. ���'1 MIA 1�,^ I �.��� r4is,;=. ,c D \ 1 Illi- '^ \ I1` o0 EROSION NOTES • li r J� �I ` SI LTSOXX ® �)lgP/r / ' \J" 010- it F / SECTION 3 \ A '4/ CEMENT AND CONCRETE WASHOUT(NOT SHOWN ON PLAN GC TO PAINT AND STUCCO WASHOUT(NOT SHOWN ON PLAN-G.C. TO \ / �� J C CW DETERMINE LOCATION SPECIFIC TO EACH PHASE OF DETERMINE LOCATION SPECIFIC TO EACH PHASE OF `VI‘ !l.1'N� � , / I� !I T' SILTSOXX \wS' STD OcoNSTRucrloN) ®coNSTRucrloNl \ \/ ,w _`, ��� .... ' SECTION 4 /A� SANITARY FACILITIES(NOT SHOWN ON PLAN-G.C.TO DETERMINE �SILTSOXX \ I `` 261 % �� G S DC DUST CONTROL(ENTIRE SITE-NOT SHOWN ON PLAN) 0 LOCATION SPECIFIC TO EACH PHASE OF CONSTRUCTION) I \ SECTION 10 eak SET ION �!_ % d I x �► SECTION 9 ��/=I DEWATERING (ENTIRE SITE-NOT SHOWN ON PLAN)ON-SITE STOCKPILES(NOTSHOWNONPLAN-G.C.TODETERMINELOCATION IT ' �P DEWATERING FROM ALL EXCAVATIONS MUST FOLLOW THESE SP SPECIFIC TO EACH PHASE OF CONSTRUCTION) \ ` SILTSOXX _ 1 REQu1REMENTs. O �� / SECTION 5 • EQUIPMENT AND VEHICLE CLEANING AND MAINTENANCE AREA SEEDING/VEGETATION REQUIREMENTS(ENTIRE SITE-NOT SHOWN Q/ (NOT SHOWN ON PLAN-G.C.TO DETERMINE LOCATION SPECIFIC ON PLAN UE B 41111' ®TO EACH PHASE OF CONSTRUCTION) \• uE111111111°411 ; y/� x SOLID WASTE DISPOSAL NOT SHOWN ON PLAN - G.C. TO FUEL AND PETROLEUM STORAGE AND USE NOT SHOWN ON PLAN- UE UE UE * 'I1 1'. • ' ( DETERMINE LOCATION SPECIFIC TO EACH PHASE OF -� G.C.TO DETERMINE LOCATION SPECIFIC TO EACH PHASE OF UE `UE I' UEy E �� ES ` ®CONSTRUC ION) ®CONSTRUCTION) \ UE \ 1P'''= Q • ' UE \,Q II E 'T G. ID IRRIGATION OR DISPERSION(ENTIRE SITE-NOT SHOWN ON PLAN) CD HAZARDOUS WASTE DISPOSAL U �\\ RI= s IL' —\ '' �P'® TEMPORARY PARKING(NOT SHOWN ON PLAN)-G.C.TO DETERMINE TIP INLET PROTECTION TP \ ` F SILTSOXX TYP`441,,,,� . '/ O OLOCATION AND COORDINATE WITH STORE MANAGER OR OPERATOR. UE1%, 6, \ SECTION 8 CF `— d .. .II' -'C, MA MASONS AREA(NOT SHOWN ON PAN-G.C.TO DETERMINE TEMPORARY SEEDING AND STABILIZATION (ENTIRE SITE NOT \UE ' LOCATION SPECIFIC TO EACH PHASE OF CONSTRUCTION TS SHOWN ON PLAN) SEC ION Cw a E� \ • �E 7 _ x ®SECTION 7 OXX ,� _ ' - — / F c ML MATERIAL AVDOWN AND STORAGE AREA /////J LD PERMANENT LANDSCAPING(SEE LANDSCAPE PLAN) �uE SET ION V d sroR wATERouTF.. •� 1�- =SECTION 6 � c' 555���"/// LOCATION:EXISTING DETENTION POND(APPROXIMATELY(SOFT SE • 0 OTHER POLLUTANT CONTROLS oFPRQPQSEDCONSTEUCTION l_ r' SWPPP UPDATES AND AMENDMENTS \/ ULTIMATE RECEIVING WATER: \ 0 THE GC MUST UPDATE THE SWPPP,INCLUDING THE JOBSITE BINDER AND SITE MAPS,TO 6�-1-68 ROCKFISH CREEK NOTES TO CONTRACTOR REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE (APPROXIMATELY 1.25MI NE OF PROJECT SITE.UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE �J PROPOSED CONSTRUCTION.) FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, r I 1. PRIOR TO CONSTRUCTION,GC MUST CLEARLY DELINEATE AND MARK OFF AREAS CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING Q IDENTIFIED,IN THE SWPPP OR IN THE FIELD,TO BE PROTECTED(SUCH AS HISTORIC INSTALLATION,ETC.),CLEARING,GRUBBING OR GRADING,OR TEMPORARY OR PERMANENT \ PROPERTIES,NATURAL BUFFERS,TREES,HABITATS OF ENDANGERED/THREATENED STABILIZATION. Q SPECIES,ETC.). IMPORTANT: Y1 THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION(RFI)TO THE TEC I \ 0 2. WHERE IN CLOSE PROXIMITY,LIMIT OF DISTURBANCE(COD)LINE TO FOLLOW AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING: Q PROPERTY LINE.LOD LINE SHOWN OUTSIDE PROPERTY LINE AND CONSERVATION EASEMENT FOR GRAPHIC CLARITY ONLY. I.MODIFYING EROSION OR SEDIMENT CONTROL BMPS(SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED IP SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID Q REASON THE SPECIFIED BMP WILL NOT WORK) �II''ll " 3. CONTRACTOR TO ENSURE ALL CONSTRUCTION TRAFFIC UTILIZES THE 2.ADDING/DELETING EROSION OR SEDIMENTlf)CONTROL BMPS; \ CONSTRUCTION EXIT(S)PRIOR TO LEAVING CONSTRUCTION SITE. 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE;OR 4.PERFORMING ANY ACTIONS ORES ANY MANNER THAT IS CONTRARY TO THE SWPPP. am4. TEMPORARY PARKING AND STORAGE TO REMAIN THROUGHOUT ENTIRE PROJECT. THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS,WITHOUT CEC APPROVAL,IN CL AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER LLI ' ` 5. CONTRACTOR TO CLEAN OUT ALL EXISTING INLETS,MANHOLES,PIPES,AND CATCH QUALITY;HOWEVER,GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO THEIR F- BASINS PRIOR TO REMOVING ANY EROSION CONTROL BMPS. ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO 7 6. FOR EXISTING LEGEND,PLEASE REFER TO SITE DEVELOPMENT PLANS. ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER L QUALITY. LJJ 7. NO LOADING/UNLOADING OF MATERIALS AND/OR EQUIPMENT AND PARKING IS AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED.IT IS ACCEPTABLE U PERMITTED AT ANY TIME. TO ADD ADDENDA,SKETCHES,NEW SECTIONS,DETAILS,AND/OR REVISED DRAWINGS THAT 00 00 (13 HAVE THE CEC NAME IN PRINT,ARE STAMPED,SIGNED,DATED,AND ARE ACCOMPANIED BY z E•n 8. CONTRACTOR MUST ADHERE TO ANY HOURS OF WORK,NOISE LEVEL,AND OTHER WRITTEN COPY OP THE ASSOCIATED RFI AND ITS RESPONSE FROM CEC.ENGINEERED ITEMS CONSTRUCTION RELATED RESTRICTIONS IN ACCORDANCE WITH THE TOWN OF MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT. 0 6 °° HOPE MILLS. U 9. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CEC, WALMART — Z _ CONSTRUCTION MANAGER,AND THE TOWN OF HOPE MILLS PRIOR TO ANY WORK DEVELOPER/OWNER: D WITHIN PUBLIC RIGHT-OF-WAY.CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC WAL-MART STORES EAST, LP. p0 p J CONTROL MEASURES IN ACCORDANCE WITH THE STANDARDS OF THE TOWN OF 702 SW 8TH STREET, MAIL STOP 0505 Z J HOPE MILLS PRIOR TO WORK. BENTONVILLE, AR 72716-0505 CC N 10. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CEC, WALMART 479-430-1103 N LU CONSTRUCTION MANAGER,AND WALMART STORE MANAGER PRIOR TO ANY SITE OPERATOR/GENERAL CONTRACTOR: ul WORK THAT MAY DISRUPT THE SURROUNDING BUSINESS'OPERATIONS. Q i = 11. CONTRACTOR SHALL PHASE GRADING/DISTURBANCE ACTIVITIES AS MUCH AS \ POSSIBLE TO MINIMIZE RISK OF SEDIMENT RELEASES. SUPERINTENDENT: w \ 12. WHEN SILT FENCE INLET PROTECTION IS SHOWN IN CONJUNCTION WITH ANOTHER ••009.,H CAg0,., INLET PROTECTION DEVICE,THE SILT FENCE INLET PROTECTION DEVICE IS TO BE IMPORTANT: GC MUST SIGN ALL PLAN SHEETS +.`+...ofE3SIpH• 9, 0 USED IN THE INTERIM PERIOD BETWEEN THE CONSTRUCTION ON THE INLET AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. S j� '1((". \ STRUCTURE BASE AND WALLS AND THE INLET TOP,ONCE THE INLET TOP IS I SEAL I.,- CONSTRUCTED,CONTRACTOR SHALL USE THE OTHER SPECIFIED ON THE PLANS. _ I 039620 i - 0 5 �ti F q/0�� 5 !c"I N �Y�SILTSOXX FS O /S \ �FL'4'C',, SILTSOXX ./ SECTION 15O C • / O�q SECTION 16 FS / 3 0 -0,9, \ S,'Pq'p/- 07/08/2024 M SSJ • \ R SS o — —I I-/ J PROFESSIONAL OF RECORD NAH PROJECT MANAGER JAI, 3 ,.„1 DESIGNER TKl 0 — - ■ / -\• , CEI PROJECT NUMBER 33362 w APPROXIMATE LOCATION OF \ DRAINAGE INLET.CONTRACTOR DATE 6/19/2024 '2 APPROXIMATE LOCATION OF TO VERIFY 3 DRAINAGE INLET.CONTRACTOR REVISION ---- $ TO VERIFY - PHASE 2 EROSION rg AND SEDIMENT CONTROL PLAN ,S SHEET TITLE 9 SHEET NUMBER C6 . 3 ©2024 CEI ENGINEERING ASSOCIATES,INC.