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HomeMy WebLinkAboutNCG140530_Scanned Site Plans_20230918 / Q Q .J THOMAS ENGINEERING, INC. G3 J CIVIL ENGINEERING & PLANNING �0 143 Charlotte Avenue, Suite 104 Sanford, North Carolina 27330 TP (919) 777-6010 phone / ® www.jthomasengineering.com license no. C-3389 C'F 0 Q / Z SUPERIOR REAL EASTATE LLC ov Q DEED 4633/409 oQ� PARCEL 00055867 0 — \ 12R4 --- SITE SS �� cl ti / PROFESSIONAL ENGINEER'S SEAL TRUCK PARKING �� f SPACES \� GDr7 GRAVEL \��AAR o VICINITY MAP i GRAVEL \ OO = SCALE: 1" = 1,000' SURFACE 0 PLANT / ENTRY FUEL TANK W c f (DOUBLE WALL) /a\OTC UJ Z GATE GRAVEL �\ �Gq FU L 0�� ESI \ SAND W w/ STOCKPILE / \ MATERIAL QV STOCKPILES a _ DI GRAVEL GRATE: 442.66 \ SAND STOCKPILE OQ� /' INV.: 440.6 J O \ STOCKPILE O \ � oc � V � z a �o . • .442.87 � � J �P� or�cRETE. SITE DATA W C � >- w \ O� SILO LP PROPERTY ID (PARENT TRACT): ce z z U) \ 0 MATERIAL BINS SILO GRAVEL O � OWNER: SUPERIOR REAL ESTATE, LLCTP H v \ \ GRAVEL �� 2 421 CAROLINA ROAD \ d \ SURFACE ABERDEEN, NC 28315 4 4 O O \ GRAVEL BIN 442.95 MOORE CO. PARCEL ID: 00055867 �/ ? ( ] 4 \ v \ \ STOCKPILE BIN o o MOORE CO. PIN NO.: 848903248683 N O DI DEED REFERENCE: BK 4633 PG 409 W 3 mo \ \ y' �� GRATE: 437.95 PLAT SLIDE: O o N \ 2a BIN INV. IN (1 2"): 432.6 UJ PROPERTY ACREAGE: 9.42 AC +/- J �- INV. IN (24"): 432.5 li O INV. OUT: 431.9 = �O U SITE INFORMATION: � \ 2� STORAGE Oy� P�Q� PLANNING DISTRICT: ABERDEEN ET] �� AA DI ZONING CLASSIFICATION: I-H (HEAVY INDUSTRIAL) Lu • LEASE AREA (SITE AREA): 2.0 AC \ J\ GRATE: 439.61 N\F CGC INVE� WATER SUPPLY WATERSHED: N/A INV.: 433.45 U \ SEE 7 DEED 1 53/z PH TREATMENT GRAVEL SITE USE EXISTING: VACATED CONCRETE PLANT UJ NOTE \ ( ) 0 SITE USE PROPOSED: CONCRETE BATCH PLANT \ PC QSC IMPERVIOUS AREA EXISTING (SITE AREA): 1.9 AC +/- (95%) W \ \ T C�Q / �� \ IMPERVIOUS AREA PROPOSED (SITE AREA): 1.9 AC +/- (95%) _ DISTURBED AREA PROPOSED: 0.5 AC +/- `' N\F CGC INVESTMENT CO. DEED 181/96 TBM REVISIONS SPIKE N:49431 3.20 Q E:1882953.90 O Z:441.44 a N\F KAMCO INVESTMENTS LLC �� GRAVEL NOTES Q DEED 579 902 \ / \ \ \ 1. THE PURPOSE OF THESE PLANS IS TO MEET SUBMITTAL REQUIREMENTS TO 20 GRAVEL / NCDEQ FOR AN NPDES INDUSTRIAL STORMWATER PERMIT AND SHOULD BE U SURFACE / GRAVEL \ CONSIDERED INFORMATIONAL ONLY. THESE PLANS ARE NOT FOR \ / CONSTRUCTION. 2. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER OR Q \ / CONTRACTOR FROM MEETING ALL THE REQUIREMENTS OF THE TOWN OF a ABERDEEN UNIFIED DEVELOPMENT ORDINANCE, AND ANY OTHER LOCAL, STATE, AND FEDERAL REGULATIONS AND APPROVALS. U \ / O 3. ALL IMPROVEMENTS OR EXTENSIONS OF PUBLIC INFRASTRUCTURE UNDER THE m JURISDICTION OF THE TOWN OF ABERDEEN SHALL BE IN STRICT ACCORDANCE W / PP WITH THE ORDINANCES, REGULATIONS, POLICIES, REQUIREMENTS, AND U SPECIFICATIONS OF THE TOWN OF ABERDEEN. Z \ F / 4. THIS SITE IS NOT LOCATED WITHIN AN NCDEQ DESIGNATED WATER SUPPLY UJ PLANT \�� WATERSHED. Q GATE � \ EXIT /P\� 0�� / 5. AFTER REVIEWING AVAILABLE MAPPING AND CONDUCTING A SITE VISIT, THERE W G2 ARE NO APPARENT JURISDICTIONAL WATERS LOCATED WITHIN THE SITE. _ 6. THIS SITE IS NOT LOCATED WITHIN A FEMA DESIGNATED FLOODPLAIN AREA. \ / REFERENCE FEMA FIRM 37108488001 DATED 10/17/2006. N 7. THE WASH WATER STORAGE PIT WILL STORE WATER USED TO WASH THE / CONCRETE TRUCKS AT THE WASH RACK. WATER IN THE PIT WILL BE ALLOWED W EIP \ < / TO EITHER INFILTRATE IN THE GROUND OR EVAPORATE. IF THE WATER LEVEL AGENCY REVIEW ONLY o \ EXCEEDS THE PIT's CAPACITY, WATER WILL BE PUMPED OUT AND TREATED \ \ WITH CARBON DIOXIDE TO ADJUST THE PH. ONCE TREATED, THE WATER WILL / BE RELEASED TO THE ENVIRONMENT. Q) SUPERIOR REAL EASTATE LLC U Scale: Drawn by: o DEED 1258/737 \ EG SEE SCALE BAR JRT o Sheet: Designed by: 0 JRT E Reviewed by: 30 0 15 30 60 1 of 3 JRT j -77 Project Number: Date: / SCALE: 1" = 30' 23-016 14 SEP 2023 / J THOMAS ENGINEERING, INC. / 6P CIVIL ENGINEERING & PLANNING rP 143 Charlotte Avenue, Suite 104 Sanford, North Carolina 27330 (919) 777-6010 phone F ' , www.jthomasengineering.com license no. C-3389 SUPERIOR REAL EASTATE LLC / DEED 4633/409 0�' F PARCEL 00055867 Vol Z i ,;� �� \ 2 1(9 PROFESSIONAL ENGINEER'S SEAL GRAVEL A�0 O�' / PLANT ENTRY GATE II GRAVEL J �q< 'L W \ FUEL / •. '. .: a ti UJ > Z ESl \ SA D I li J / STO PILE LU O DI Q GRAVEL GRATE: 442.66 STOCKPILE O��~ INV.: 440.E SAND - J \ STOCKPILE CD 0 O z f 2 I \ 442.87 \ O l CON.CRETE- IL z � SILO < :: LP ��� W ' ^ LL / � 0 �� GRAVEL SILO o � V N \ \ d BIN / GRAVEL 442.95 v y V' STOCKPILE \ BIN \ DI H Z C C rp GRATE: 437.95 a BIN I - 40 INV. IN (12"): 432.6 J Q INV. IN (24"): 432.5 �W/ / �G INV. OUT: 431.9 W O li z \ �� ti O Q � \ STORAGE R O �Q�P = 2 DI V m f\ I Sao GRATE: 439.61 N\F CGC INVESTMENT CO. W \ \ I INV.: 433.45 LU GRAVEL DEED 153/443 I U UJ PH N\F CGC INVIESTMENT CO. 0 _ Fc \ � I • � C\ � / DEED 1I81/96 / TBM \ � �� \ ��o L� / SPIKE N:494313.20 E:1882953.90 REVISIONS z Z:441.44 N\F KAMCO INVESTMENTS LLC \ ��j A GRAVEL \ DEED 579/902 / a GRAVEL / z 448 / / r, \ V \ \ / v , 1 V / , � I z z U UJ PLANT \ EXIT / w \ \ w s L EIPLU \' / AGENCY REVIEW ONLY / \ O� / SUPERIOR REAL EASTATE LLC \ c \ \ / DEED 1258/737 'n EG / Scale: Drawn by: o SEE SCALE BAR JRT l o N Sheet: Designed by: o JRT Reviewed by: i 30 0 15 30 60 2 of 3 JRT Project Number: Date: SCALE: 1'/ 30' 23-016 14 SEP 2023 / J THOMAS ENGINEERING, INC. / 6P CIVIL ENGINEERING & PLANNING TP ;% 143 Charlotte Avenue, Suite 104 Sanford, North Carolina 27330 (919) 777-6010 phone www.jthomasengineering.com / / license no. C-3389 SUPERIOR REAL EASTATE LLC Z / y DEED 4633/409 0 PARCEL 00055867 rn P�C-;, ON-SITE DRAINAGE AREA TO ��_� = o� / 4� EX. DROP INLET = 0.9 AC PROFESSIONAL ENGINEER'S SEAL s �Gq'° �- CJ GRAVEL p� O / I PLANT I DA = I �O / / I ENTRY I� 0.9 AC i I GATE I� GRAVEL �` /y W NOTES Z W — — ESl \ SA : J I / ; a 1. THIS PLAN SHOWS THE DRAINAGE PATTERNS AND DRAINAGE J w �� STJ PILE ' \� GQ CATCHMENTS WITHIN THE SITE AREA. Q O v I 2. THIS SITE DRAINS TO TO QUEWIFFLE CREEK A CLASS C WATERS. I o W Q 3. THIS SITE IS IN THE LUMBER RIVER BASIN. Q Z Q V W Q DI r n GRAVEL O�� �'� GRATE: 442.66 �J \ SANn _ STOCKPILE O��~ `a / INV.: 440.E = a \ iS i OCKPILE20 \ \ CON_CfETE Z Off/ SILO LP \ t° W = M I \ \ 0\ \ GRAVEL / / ��'e Q Q o TP SILO O / s� �� U w ti � owo � ZZ � d BIN �95 Q Q \ GRA \ DA / a O w O= Q o � o � y S BIN DI N� �� \ 1.1 AC GRATE: 437.95 — v i 2 / CP. �, \ BIN � - - 40 INV. IN (12"): 432.E � J Q � w y INV. IN (24"): 432.5 W z << �GQ INV. OUT: 431.9 W O 1-4 z STORAGE I � O Q�P�� W O Q O L.L U \ I , V p DI � m GRATE: 439.61 N\F CGC INVESTMENT CO. w _ INV.: 433.45 LU \ GRAVEL DEED 153/443 U J / UJ W 10 \ PH � �° j N\F GC INVIESTMENT CO. d<C. _ Fc \ C\ � / D ED 1I81/96 / TBM � SPIKE N:494313.20 \ \ I ny \ \ � / �1� / / E:1882953.90 REVISIONS z Z:441.44 N\F KAMCO INVESTMENTS LLC \ I �� ��j �P / GRAVEL DEED 579/902 a GRAVEL AA Z / z � 0 0 ON-SITE DRAINAGE AREA TO \ z �� SHEET FLOW LEAVING SITE = a 1.1 AC UJ \ PLAN / U z 0 \ / � GATE EXIT Z / / � O�tv / � G L EIPLU AGENCY REVIEW ONLY / o� / SUPERIOR REAL EASTATE LLC \ c \ \ / DEED 1258/737 'n / EG / Scale: Drawn by: o 6 SEE SCALE BAR JRT l o N Sheet: Designed by: o JRT Reviewed by: i 30 0 15 30 60 3 of 3 JRT Project Number: Date: SCALE: 1'/ 30' 23-016 14 SEP 2023