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HomeMy WebLinkAbout20140770 Ver 1_Site Plan_20150511Strickland, Bev From: Wanda Austin <wandajoyceaustin @gmail.com> Sent: Monday, May 11, 2015 9:45 PM To: Strickland, Bev; Devane, Boyd Subject: Re: DWR# 14 -0770 Beaverdam Road Project Attachments: King_ECP- 401_404_Permit_Revised_5 11 15 Complete Plan.pdf Good evening. I have cleaned up the drainage area delineation. I hope this helps in the review. Let me know if you have any questions. On Fri, May 1, 2015 at 7:36 AM, Strickland, Bev <bev.stricklandgncdenr.gov> wrote: Thank you very much. Beverly Strickland, Laser fiche Administrator NCDENR - Division of Water Resources Physical: Suite 1219, 512 N Salisbury, NC Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617 Phone# 919 - 707 -8789 Email Address: Bev. Stricklandkncdenr.gov From: Wanda Austin [mai Ito: wa ndajoycea usti n(d)a ma il.com] Sent: Thursday, April 30, 2015 10:06 PM To: Strickland, Bev Subject: Re: DWR# 14 -0770 Beaverdam Road Project I emailed the plans under a seperate email. I spoke with Boyd on Tuesday and expressed to him the hatch that was requested to delineate the drainage areas did make it more difficult to see the underlying plan. If you need me to remove the hatch please don't hesitate to request. Thank you. Wanda Austin Sent from my iPhone On Apr 30, 2015, at 10:56 AM, Strickland, Bev <bev.stricklandgncdenr.gov> wrote: Ms. Austin, Could you please send me a pdf copy of the site plans you mailed to us on 4 -21 -2015? Thanks Bev Beverly Strickland, Aast^rficlie Admini traftr NCDENR - Division of Water Resources Physical: Suite 1219, 512 N Salisbury, NC Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617 Phone# 919 - 707 -8789 Email Address: Bev. Stricklandkncdenr.gov DocuSign Envelope ID: 36CA7421 -AB8C- 4174- B387- 43B549FAE05A 7fit \ I an � \ 2636 PECIAL SEDIMENT DITCH I ft I -40 _ _ C TORM WATER SWALE 30' ER C SSI 22' x 150' DRAINAGE AREA 1 263 — — r — 3_2 ACRES / 63 — — — C 0,37 - -- ,�/ / / _ — _ — — — — 2644 / 10' I — UTIL17- y EASEMENT F ❑ — — c PROPOSED 5,000 SF MANUFACTURING c I SPECIAL SEDIMENT L� 55' BORE / FINISHED DITCH pry Q S / co GRADE 2644 8 N ARKING LO 100ft GRADE TO 10 SPACES CLUDI G DRAIN 1 P 1 HANDICAP C N L❑ ❑D ZONE \ ��'9 rti. N� � N /// �f W W W W W W W W W W W •(�� W W "FH /// d R DRAIN W W W y y y W W W y W W W W y y 86 6 y y y 'Po9 9TF� fj ROADWAY DI W W W W W W W W W 11 d R INAG AREA 4 UTILITY AS ME r y y y W W W y y v W W W y y ? W W DRAINAGE AREA 4 8 \ PRa ACRES W W W W W W W W GRADE TO W W W v W 0 ACRES ,32 /W� W W W W W W W 6a� .v DRAIN W Vi W W W W W W �6F \' k C=0.35 W W W Ty //� 310' ER M U // � ;' \\ W W W W W W W W • W W W W W W W W y W W W '_' TUOLW RVM EW RWT AW T E R / S\ WA LE. 22' X 150' a W V V / y W y R A D E TO W v 1 W W v W y W W W y V W W W W W y y W y y W y W W W y W W W y W y W 6 v BORROW S ❑I A PAVED PARKING DRAIN LOT SLOPE SPACES I❑NAL PAPER CO INCLUDING r, O � 1HANDIAP 'G 249 PROPOSED RA-- ( rA 10,000 DRAINAGE AREA 3 DRAIN MANU FAC TURING 1,6 ACRES FINISH GRADE 2648 RADE TO 32\ AT 11,4EED \ C =0,4 W D IN W W W W W W W W W W \ GRAD TO / EMOVE 40' EXISI�ING 24 VERT \ v DRAIN W W W W W W w N w W W W W w �66g RESTORE STREAM C VE DRIVEWAY HC"ECTI 2636 \ \ \` W W W W W v W W W W W W W W PR D 18' / 2644 � \ ,y � PROPOSED CULVER W�6 `• \ W w W W W W W W % �'- / \\ 10,000 SF INTERNANl DB 253 P R CO H RA T 41 q+ W •Y •Y •Y W \ W W W W .4t iV Y W W PROPOSED 8' GRAVITY S / y 420' W W W W W W A W W W W WMH #�4 /ED PARKING LO SPACES INCL ING G ANDICA W W W W W W TORM WATER VAL 5' X 174' 10� PROPOSED 18' _ z AND SEED CM GU j a' JP X4 4'X3' BOX CUL \ 70'-4 H89 C T F e , WITH GRATE W W 2 _ CREEK UT TO BEAVERDAM EMOVE 35' EXISTING 40' LVERT BOX CULVERT rx RESTORE STREAM CHANNEL AT AND SEED WITH GR DRAINAGE AREP/ 5 G�Ci 2 2 2648 0 ACRES QG+ti 25' CREEK BUFFER RqQ `\ C =0,27 5 QPSQ�'�i. DRAINAGE AREA 6 • Q lit" 1,6 ACRES PHASE 1 OQO 19,7 TOTAL DRAINAGE AREA N C =0,35 1 — \4 450 3¢ 3 \ OCATE AND CONNECT TO 2652 c ISTING MUNICIPAL SYSTEM 2 m NOTE: STOCKPILE L❑CATI ❑NS AND BUILDING DEM❑LITI ❑NS SHOULD ADHERE TO CURRENT NPDES REQUIREMENTS, \ 2652 2656 ♦ mod` ♦ ♦ \ NORTH CAR❑LTW, I -40 ♦ 4'X3' BOX CUL WITH GRATE G� V R° l00 2 EX ro BU JF�� �J�,04 TH GRATEUL ERT Li w�� GJ XI STIN 2� P SILO —loo 4 \OjOpSFD A 3' BOX C LVERT ITH GRATE \ \ \ R D �Qr \A C4W _ — _ 2672 a X CULVERT ITH 149 II � _ ♦ \ oft EXISTING 24' CULVERT \ \ SR 1613 Eq VER � ` ♦ ♦ ` \ \ � � SAD � � ♦ ♦ \ \ \ \ \ \ 8.0 4r1 41 1,0 SPECIAL SEDIMENT DITCH LEGEND SEWER MANHOLE (a SEWER CLEAN OUT contours SILT FENCE 1?--3U-14 eves NEW CONTOURS 299" EXISTING CONTOUR measures PROPERTY LINE - - - - - -- SEEDED AREA 0 FLOW DIRECTI ❑N C❑NSTRUCTI ❑N ENTRANCE CONTROL OF ACCESS LINE A INLET U PR ❑TECTI ❑N � TEMPORARY DIVERSI ❑N TD DROP INLET PR ❑TECTI ❑N / 00 5. 00 CU WATTLE A� FIRE HYDRANT C_ � LLJ w _ ��Qm WATER LINE Z } Ln �Lf)� I Od DRAINAGE AREA Q WATTLE 0 20 40 60 80 100 PERMIT 1 9 -13 -14 Add 1' contours 1?--3U-14 eves emov High D@Asity measures SEAL •• '''w'�GI NEED•'•• •�,: 5/11/2015 U � C M � I z� CD I—I U A U-) O / 00 5. 00 CU r�ZN� A� Q Z O C_ � LLJ w _ ��Qm T LLd Ld 13 > O 1 Z } Ln �Lf)� I Od Q ZV LU M z 00 Q 00 3 v I—I U �z Q J CL U U U � A Q LO (� CD O ~ -100 co U zZ U � -j (L z > z LJ LJ LIJ = = V) z�Q I—I � Od U n—j L� Q COUNTY: HAYW❑ ❑D TOWNSHIP: BEAVERDAM WATERSHED: FRENCH BROAD SCALE: 1' -50' DocuSign Envelope ID: 36CA7421 -AB8C- 4174- B387- 43B549FAE05A 264 264 INVERT ELEV 2630 PROPOSED 70' -48' CULVERT BURIED 1' -3,5% SLOPE EXISTING CULVERT TO BE REMOVED LOCATED AT SOUTH OF STATI ❑N 2 +00, PERMIT 2 4 -18 -15 ADDED DETAIL ES I ", SEAL U3ocuS ���� a. d�16:�QB288,D0i�• 5/11/2015 W n M 1,10 cU � I z� o A U-) H U ) � ' Q r,. -. iOr, 00 5. 0� 0�co (U av� Ld N � Z Ld Q LD z Z (� O W Ld - Q(IN rL = Ld C) Z >- Ln Lf) I LD Q Z� Ld M z 00 Q 00 3 v H n� L� W n Q �n W W W W W W A M Q co (� CD O H J 00 001 JN zZ �W tO�J Ld I (L z z > Ld Ld V) z�Q H � cU W W Q COUNTY: HAYW❑ ❑D TOWNSHIP: BEAVERDAM WATERSHED: FRENCH BROAD SCALE: NTS DocuSign Envelope ID: 36CA7421 -AB8C- 4174- B387- 43B549FAE05A 300' RICH \ \ \ \ C 1 �R e636 ••_ \ \ C SEDDENT A SUCH ♦♦ \ \ mr x D R GE AREA 1 3.2 AINA ` NORTH CAROL \ \ ACRES \ 2644 m' �HLIiT' ♦ \ \ ..I - ___A \ \ PROPOSED , _ _ ♦ \ \ \ MUCH WARD' /� x at�w ~ m ' ����'/ ' ` ♦ <F�� \ DD 471 PG 2451 L ZONE ♦ d. \ RDeewrr • . • . C \ urn DRAINAGE AREA \ / \ ACRES ' • • r0` .� 2.0 ACRES • \ \ e• - 32 ♦ • • ` C =0.35 \ \ \ � \' pp.rM6 ' � � � �' IHI • • • • VIOL xYML[. • +\ \�. • � \ \ \ • • • ' To b ♦♦ x Lor D PNiK • H7Mp ,� • • •( �- INTERNATIONAL PAPER CO \ \\ a�--� DB 253 PG 249 r • \ . `' . • . • . • . '�4 ,� \ m D s.z "� • \ 'vi ta000 sr \ • ` DRAINAGE AREA 3 • uwm ;� R6MH-AC m 1.60ACRES �� iHasH 6R6DE Pa4H � • 4'x3• aox aH. \ ROVE ,ST E>Of1�6 �, \ \ \ • ateen \ I H . �^ • R ESIDE :,ate \ XXVIEWAT / 2611 \ \ \` ./� QL • • . ` \ . `rpt � S4I7 ZMTVMJ \ \ \ rDDSx EnA� 2614 � — \ MITE vERT \ \ \ ` \ \ e IR � srACES 1 . • \ d, \ \ • -- j4„ 4' 4'X3' HO% C \ \ QL \ VTTH GR6TE x9 E.XMTM 40• . 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LL- Q D U 3 LLJ Urr--� > l__J L-� Q U H Q 0 U � A Q CD O Ld 00 ~ J00 00 cu 00— zZ O U tD V)Ld co z z> Ld Ld LIJ � = = V) zONQ I—I � cU U Q T COUNTY: HAYW❑ ❑D TOWNSHIP: BEAVERDAM WATERSHED: FRENCH BROAD SCALE: 1/8" -1' DocuSign Envelope ID: 36CA7421 -AB8C- 4174- B387- 43B549FAE05A 3T❑ WA SWA \ 2 \150' c \ �9 T� SWALE #1 I.UL V LK I PROPOSED 10,000 SF MANUFACTURING FINISH GRADE 2644 ,d RA DRAIN ROADWAY DIT /� /i \J/ \4/ \1/ \ � \4/ \1/ GRADE TO DRAIN #3 \ \ � \J/ STORM WATER SWALE 2.2' X 150' .� �• Z) Z) FZ) °ono \ti,. o GRADE ❑ DRAIN PROPOSED 18 °q \ CULVERT \ ,6 X�'� \1/ \1/ \1/ \1/ 1� I-) �MH #4 \ gg PAVED PARKING L❑ \ 16 SPACES INCL ING \ 1 HANDICAP a �, STORM WATER SWALE 5' X 174/ _ ✓ � � � —PDL � ,� \ Z RPM—C MH #9C � \ � 70' -48 / 16- 9� r \ q�_ i IT To BEAVERDAM CREEK SWALE #3 22.0 1 05 FREEBOARD 2.0 1 5 2.0 SWALE DETAIL TYPICAL :T / %e'er 30 r� P- SWALE #2 CONSTRUCTION SCHEDULE 1. Obtain Erosion Control Permit and other applicable permits prior to the start of grading. 2. Install rain gauge in an accessible area. Dedicate a log book to record rain events and weekly inspections. 3. Maintain the temporary gravel construction entrance from phase I. 4. Install silt fence around permanent drainage casement. 5. Layout the areas for the construction of the swales. 6. Construct the swales to the appropriate dimensions. 7. Establish temporary cover according to stabilization table schedule and the seeding schedule on stormwater sheet 2. 8. Seed, fertilize and mulch all exposed areas using the seeding schedule included on stormwater sheet 2, adjusting to the schedule for the season. All disturbed areas should be treated with ground cover within 7 to 14 calendar days of completion of grading activities according to the stabilization table on sheet 2. 9. Construct storm water basins and outlet structures. 10. Seed and fertilize areas. 11. Once vegetation has been established, remove all temporary erosion control devices. 00 rb PAVED PARKING LOT 22 SPAXCAIP \ INCLUD 1 HAND \ Stabi lization Reauirements: IMPERVI ❑US AREA L❑CATI ❑N AREA (SFT) TOTAL AREA 1,166,536.8 ❑N —SITE BUILDINGS 25,000 3.20 PARKING 18,287 #2 ❑N —SITE STREETS 19,535 FUTURE STREET 33,105 0.50 95,927 8% r FUTURE AREA ACCOUNTED FOR IN VOLUME CALCULATIONS DRAINAGE AREA CALCULATI ❑NS DRAINAGE AREA NUMBER TOTAL AREA, ACRES IMPERVI ❑US AREA, ACRES RUNOFF VOLUME, CF #1 3.20 0.10 #2 2.00 0.50 #3 1.60 0.50 #4 1.30 0.30 SEAL #5 0.20 0.03 U #6 1 19.70 0.10 F—� V A Lf) 1 1 � 1 II :1 11 Stabilization for this project shall comply with the time frame guidelines as specified by the NCG- 010000 general construction permit effective August 3, 2011 issued by the North Carolina Department of Environment and Natural Resources Division of Water Quality. Temporary or permanent ground cover stabilization shall occur within 7 calendar days from the last land - disturbing activity, with the following exceptions in which temporary or permanent ground cover shall be provided in 14 calendar days from the last land - disturbing activity: • Slopes between 2:1 and 3:1, with a slope length of 10 ft. or less • Slopes 3:1 or flatter, with a slope of length of 50 ft. or less • Slopes 4:1 or flatter SEEDING AND MULCHING: The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone, shall be as stated below. During periods of overlapping dates, the kind of seed to be used shall be determined. All rates are in pounds per acre. August 1 - June 1 May 1 - September 1 100# Tall Fescue 100# Tall Fescue 15# Kentucky Bluegrass 15# Kentucky Bluegrass 30# Hard Fescue 30# Hard Fescue 25# Rye Grain 10# German or Browntop Millet 500# Fertilizer 500# Fertilizer 4000# Limestone 4000# Limestone Approved Tall Fescue Cultivars 2nd Millennium; Duster; Magellan; Rendition; Avenger; Endeavor; Masterpiece; Scorpion; Barlexas; Escalade; Matador; Shelby; Barlexas II; Falcon II, III, IV & V; Matador GT; Signia Barrera; Fidelity; Millennium; Silverstar; Barrington; Finesse II; Montauk; Southern Choice II; Biltmore; Firebird; Mustang 3; Stetson; Bingo; Focus; Olympic Gold; Tarheel; Bravo; Grande II; Padre; Titan Ltd; Cayenne; Greenkeeper; Paraiso; Titanium; Chapel Hill; Greystone; Picasso; Tomahawk; Chesapeake; Inferno; Piedmont; Tacer; Constitution; Justice; Pure Gold; Trooper; Chipper; Jaguar 3; Prospect; Turbo Coronado; Kalahari; Quest; Ultimate; Coyote; Kentucky 31; Rebel Exeda; Watchdog; Davinci; Kitty Hawk; Rebel Sentry; Wolfpack; Dynasty; Kitty Hawk 2000; Regiment 11; Dominion; Lexington; Rembrandt Approved Kentucky Bluegrass Cultivars: Alpine; Bariris; Envicta; Rugby; Apollo; Bedazzled; Impact; Rugby 11; Arcadia; Bordeaux; Kenblue; Showcase; Arrow; Champagne; Midnight; Sonoma; Award; Chicago II; Midnight II Approved Hard Fescue Cultivars: Chariot; Nordic; Rhino; Warwick; Firefly, Oxford, Scaldis 11; Heron; Reliant 11; Spartan 11; Minotaur; Reliant IV; Stonehenge Fertilizer shall be 10 -20 -20 analysis. A different analysis of fertilizer may be used provided the 1 -2 -2 ratio is maintained and the rate of application adjusted to provide the same amount of plant food as a 10 -20 -20 analysis and as directed. TEMPORARY SEEDING: Fertilizer shall be the same analysis as specified for Seeding and Mulching and applied at the rate of 400 pounds and seeded at the rate of 50 pounds per acre. German Millet, or Browntop Millet shall be used in summer months and rye grain during the remainder of the year. The Engineer will determine the exact dates for using each kind of seed. FERTILIZER TOPDRESSING: Fertilizer used for topdressing shall be 16 -8 -8 grade and shall be applied at the rate of 500 pounds per acre. A different analysis of fertilizer may be used provided the 2 -1 -1 ratio is maintained and the rate of application adjusted to provide the same amount of plant food as 16 -8 -8 analysis and as directed. SUPPLEMENTAL SEEDING: The kinds of seed and proportions shall be the same as specified for Seeding and Mulching, and the rate of application may vary from 25# to 75# per acre. The actual rate per acre will be determined prior to the time of topdressing and the Contractor will be notified in writing of the rate per acre, total quantity needed, and areas on which to apply the supplemental seed. Minimum tillage equipment, consisting of a sod seeder shall be used for incorporating seed into the soil as to prevent disturbance of existing vegetation. A clodbuster (ball and chain) may be used where degree of slope prevents the use of a sod seeder. MOWING: The minimum mowing height on this project shall be six inches. ST❑RMWATER 2 4 -18 -15 SW # DELETED—REMOVE MEASURES c .0 '- SEAL 5//11/2015 U CL M 1,D Cd I z� 00 0 F—� V A Lf) ¢�-\ >13 ,,co }�Q� Q�00 N A��ZN� � Q LD Z a Z 13 Ld Ld XQO� � = Ld 13 C) Z } Ln un I Q ZI- � Ld M z 00 Q 00 3 v z Q U Q D U � A DD Q L(7 M (� 0 o H I J00 Co _J (�J>U °0 U tD V)Ld (L z z > Ld Ld U� == V) z�Q H � (U U Q COUNTY: HAYW❑ ❑D TOWNSHIP: BEAVERDAM WATERSHED: FRENCH BROAD SCALE: INSET 1 " =20'