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NCC220919_ESC Approval Submitted_20220301
TOWN OF CLAYTON neering Division >t., P.O. Box 879 iyton, NC 27528 .e: 919-553-5002 x: 919-553-1720 Erosion and Sedimentation Control LETTER OF APPROVAL February 22, 2022 Hearth Pointe Development 114 W. Main Street Clayton, BC 27520 Project Name: Ashcroft Section 2 — Phases 1 & 4 (Early Grading) Project Number: 2020-114-SD Acres Approved: 20 Submitted by: Stewart (Tim Summerville) Mr. Summerville: The Town of Clayton has reviewed the subject erosion and sedimentation control plan. The plan is acceptable as noted by the Town of Clayton and, therefore, we hereby issue this Letter of Approval. Erosion and Sedimentation Control Plan: This plan approval shall expire (1) year following the date on this Letter unless a Land -Disturbing Permit has been obtained within that initial one-year period. Plan approval is contingent on land -disturbing activities commencing within one year of permit issuance. Section 156.214 of the Town of Clayton Soil Erosion and Sedimentation Control Ordinance requires a copy of the approved erosion control plan be on file at the job site. North Carolina's Sedimentation Pollution Control Act is performance -based, requiring protection of existing natural resources and adjoining properties. If the erosion and sedimentation control plan is found to be inadequate to meet the requirements of the Town of Clayton Soil Erosion and Sedimentation Control Ordinance, the Town may require revisions to the plan and implementation of the revisions to ensure compliance with the Act. Acceptance and approval of this plan is conditioned upon compliance with Federal and State water quality laws, regulations, and rules. In addition, local town or county ordinances or rules may also apply to this land - disturbing activity. This approval does not supersede any other permit or approval. Please note that this approval is based in part on the accuracy of the information provided. Inspections: This letter gives notice required by G. S. 113A-61.1(a) of the Town's right to periodic inspection to ensure compliance with the approved plan. Section 156.300 of the Town of Clayton Soil Erosion and Sedimentation Control Ordinance requires self - inspections and monitoring for all sites receiving a Land Disturbing Permit. These inspections can be done by 'O Box 879 • Clayton, NC 27528 •919-553-5002 Think CEWWN Fax 919-553-1720 • TownofClaytonNC.org the Financially Responsible Parry, or an agent thereof. These inspections must occur at a minimum of once a week and within 24 hours of any rain event of 1.0 inch or greater. Copies of inspection records and reports must be kept on site and made available to the Town upon request. NPDES General Stormwater Permit NCGO1000: This project will be covered by the new NPDES General Stormwater Permit NCGO1000 (Construction Activities). You must apply and receive the NCGO1 Certificate of Coverage electronically at the following website: https:Hedoes.deg.nc.gov/Fonns/NCGOI-NOI. After submitting a complete and correct e-NOI form, a Certificate of Coverage will be emailed to you within three business days. Please direct questions about the e-NOI form to the Stormwater Program Supervisor of the North Carolina Department of Environmental Quality's Division of Energy, Mineral, and Land Resources. This form MUST be submitted prior to the commencement of any land disturbing activity on the above named project. If a construction activity that disturbs 1 acre or more (or is part of a subdivision or other common plan of development) fails to submit an e-NOI after the approval of its erosion and sedimentation control plan, then the permittee is in violation of federal permitting requirements and could be subject to penalty assessment. Homebuilders need to only obtain (1) Certificate of Coverage per subdivision, which will serve to cover all of your lots for that subdivision. See DEQ website for instructions. Developers need (1) Certificate of Coverage for each set of approved plans in a subdivision. Land -Disturbing (Erosion Control) Permit: A Land -Disturbing Permit will be issued by the Town only after the above -referenced Certificate of Coverage is provided to the Town along with the Land -Disturbing Permit Application. Construction activities can begin only after the Land Disturbing Permit is issued. Once grading activity has commenced, the permit is valid for 2 years from the date of commencement. Active sites may have the permit renewed for an additional year from the original expiration date by applying for renewal prior to the date of expiration. Please notify Town staff to schedule a preconstruction conference. Notification shall be given at least 7 days prior to initiation of activity. Sincerely, Susan Locklear, PE, CFM Town Stormwater Engineer CC: file ti co J \ \ w \ z O z OAKDALE ST. SITE sT � SCALE: NTS NORTH VICINITY MAP APPLICANT: 7 HEARTH POINTE DEVELOPMENT OWNER: JOHN WESLEY MASSEY 8041 ST. ANDREWS DR. LAURINBURG, NC 28352 CONSULTANTS: STEWART 101 WEST MAIN ST. FIRM LICENSE #: C-1051 DURHAM, NC 27701 www.stewartinc.com T 919.380.8750 PROJECT #: L20017.02 HEARTH POINTE DEVELOPMENT 114 W. MAIN STREET CLAYTON, NC 27520 CONTACT: DAVID DEYOUNG PH: 919.901.3178 EMAIL: DAVE@HEARTHPOINTE.COM ASHCROFT LLC 114 W. MAIN STREET CLAYTON, NC 27520 SURVEY: DUSTIN McCARTY djmccarty@stewartinc.com 919.8664724 LAND. ARCH: MIKE TARRANT mtarrant@stewartinc.com 919.866.4789 CIVIL ENG.: TIM SUMMERVILLE tsummerville@stewartinc.com 919.866.4794 ENVIRONMENTAL Soil & Environmental Consultants, PA KEVI N MARTIN 841! FAI 47%— Rwd,Sn[c lW. R*Icign. ♦� 2�e li• •.(9 � pbent9]914.Swq• F..(9W)8WMf xnnil�v.rn in PH: 919.720.7941 EMAIL: kmartin@sandec.com SECTION 2-PHASES 1 & 4 PROPOSED MIXED USE DEVELOPMENT CLAYTON, NORTH CAROLINA EROSION CONTROL PLAN CASE # 2020-114-S D PDD # 2020-113-PDD SUBMITTED ON JANUARY 25, 2022 �;fit;;54ti111 Eifllrluffrf 0 418 INDEX OF DRAWINGS Sheet # SHEET NAME C0.00 COVER C1.00 SEALED SURVEY C1.10 EXISTING CONDITIONS PLAN C4.00 EROSION CONTROL NOTES C4.01 EROSION CONTROL - PHASE I C4.02 EROSION CONTROL - PHASE II C4.03 EROSION CONTROL - PHASE III C4.04 EROSION CONTROL - PHASE IV C4.10 EROSION CONTROL DETAILS I C4.11 EROSION CONTROL DETAILS II C4.12 EROSION CONTROL DETAILS III C4.13 EROSION CONTROL DETAILS IV J O z O U z O_ U) O ry LU N z O I— LU U) LL O U 2 U) Q E iz 00 N N N 0 N N c LINE TABLE LINE BEARING DISTANCE L1 S38°30'18"E 178.17' L2 S35°55'51 "E 59.21' L3 S43°16'21 "E 81.04' L4 N45°05'07"W 58.89' L5 N43°08'01"W 106.87' L6 N44°41'25"W 109.19, L7 N43°06'04"W 166.93, L8 S50°52'01"W 324.65' L9 N43°19'00"E 84.45' L10 S44°02'14"E 62.03' L1 1 S39°40'21 "E 76.44' L12 S36°40'00"E 56.41' L13 N27°18'33"W 164.69' L14 N30°37'04"W 121.20' L15 N39°02'35"E 92.88' L16 N69°53'35"W 173.75' L17 S69°53'35"E 60.00, L18 S69°53'35"E 120.00' L19 S69°53'35"E 60.00, L20 S69°53'35"E 120.00' L21 S69°53'35"E 60.00, L22 S69°53'35"E 64.00' L23 S69°53'35"E 50.00, L24 S69°53'35"E 110.37' L25 S69°53'35"E 102.06' L26 N19°1012"E 131.62' L27 N20°15'30"E 112.84' L28 N20°15'30"E 52.26' L29 N20°15'30"E 183.75' L30 N61°59'25"W 233.03' L31 N61°59'25"W 239.34' L32 S05°21'46"W 197.28' L33 S05°21'46"W 113.31, L34 S05°21'46"W 44.81' L35 S76°59'28"E 17.78' L36 S76°59'28"E 143.81' LINE TABLE LINE BEARING DISTANCE L37 N00°36'25"E 296.42' L38 N60°50'24"W 10.27' L39 N14°21'35"E 336.24' L40 N88°37'07"E 2.72' L41 S06°55'03"W 161.54' L42 SO4°49'16"W 3.80, L43 SO4°49'16"W 287.20' L44 N76°03'44"W 20.26' L45 SO4°49'16"W 147.28' L46 S42°07'14"W 33.85, L47 N42°0T14"E 48.53' L48 NO3°56'27"E 407.93' L49 NO3°41'35"E 99.97' L50 N 0 1 °10'50"E 99.97' L51 NO2°39'22"W 99.98, L52 N05°35'20"W 99.93, L53 N07°14'25"W 176.25' L54 N07°29'06"W 402.73' L55 N04°53'44"W 100.00, L56 N00°47'08"W 99.99, L57 N04°07'48"E 99.93, L58 N09°56'26"E 99.96, L59 N14°50'31"E 99.92' L60 N18°44'37"E 100.00, L61 N23°54'52"E 47.35' L62 S78°02'54"W 37.13' L63 S78°02'54"W 171.94' L64 N65°37'35"E 138.99, L65 N07°17'40"W 75.33' L66 N29°31'57"E 80.14' L67 N34°30'34"E 128.00' L68 NO2°30'03"E 108.05, L69 N37°30'34"E 105.15, L70 N51 °1 T14"E 1 19.03, L71 N05°56'56"E 119.78' L72 S69°55'26"E 100.00, LEGEND 0 WETLAND FLAG 0 NLF EXISTING NAIL FOUND EIP EXISTING IRON PIPE Q EIR EXISTING IRON ROD COMPUTED POINT ® STORM DRAIN INLET V STORM DRAIN FLARED END SECTION SANITARY SEWER MANHOLE SV SEWER VALVE/VENT 0SSWP SANITARY SEWER WITNESS POST 1(b HYDRANT WV WATER VALVE WELL TPED ElTELEPHONE PEDESTAL FOWP D FIBER OPTIC WITNESS POST ® FIBER OPTIC BOX EM 0 ELECTRIC METER T❑ ELECTRIC TRANSFORMER UTILITY POLE GUY WIRE ]¢[ LIGHT POLE a BOLLARD SIGN MB 0 MAILBOX 0 DECIDUOUS TREE EVERGREEN TREE O BUSH 0.2% CHANCE FLOOD LINE • 1 % CHANCE FLOOD LINE -FW- FLOODWAY LINE X WIRE FENCE -O- CHAIN LINK FENCE n GUARDRAIL TREELINE -FO- UNDERGROUND FIBER OPTIC LINE G UNDERGROUND GAS LINE E UNDERGROUND ELECTRIC LINE W UNDERGROUND WATER LINE -SS- SANITARY SEWER LINE - - STORM DRAIN LINE -OHW- OVERHEAD WIRES UNKNOWN DESTINATION CONCRETE SURFACE PVC POLYVINYL CHLORIDE PIPE LINE TABLE LINE BEARING DISTANCE L73 S08°04'34"W 13.41' L74 S55°12'24"W 110.00, L75 S78°06'39"W 102.00' L76 S68°37'18"W 93.26' L77 S18°28'41"W 38.36, L78 S84°22'59"W 130.19, L79 N78°19'26"W 144.00' L80 N23°05'58"W 161.12' L81 N62°22'45"W 141.47' L82 N79°09'47"W 145.00' L83 S48°25'55"W 141.54' L84 S51°26'14"W 115.56, L85 N00°20'01"E 488.07' L86 N00°17'24"W 226.51' L87 N05°21'46"E 245.25' L88 N61°59'25"W 26.66' L89 S01°31'10"W 203.43' L90 N61°59'25"W 11.89, L91 N61°59'25"W 51.16, L92 N05°43'04"W 131.37' L93 N69°48'20"W 34.08' L94 N11°18'54"W 53.36, L95 S81°41'41"W 124.32' L96 S01 °40'58"E 458.32' L97 S86°18'51"W 188.05, L98 S86°18'51"W 211.72' L99 S19°05'20"E 276.55' L 100 N 1 1 °22'49"E 178.91' L101 S81°41'41"W 159.50, L102 S00°13'31"E 427.31' L103 S81°41'41"W 160.41' L104 N76°03'44"W 179.54' L105 N88°37'09"E 339.55, L106 N06°56'48"E 165.37' L107 N88°37'07"E 339.33' HDPE HIGH -DENSITY POLYETHYLENE PIPE RCP REINFORCED CONCRETE PIPE CLF CHAIN LINK FENCE WIF WIRE FENCE TOWN OF CLAYTON LIMITS ZONING LIMITS N. ONEIL ST. L (60. PUBLIC R/W)VV/ L5 L58 L57 L56',' L55 i N. ONEIL ST. I (VARIABLE WIDTH PUBLIC RNV)* N/F TRACY C. JONES & DEANNA C. JONES D.B.4246, 7G.268 P.B.70, PG.391 L4 LOT 1 PIN 05H02011 7�L 7 I i -1 _� ( �r c;Q v 77 0. 1Vic. �� ,�1 �111 1'�i1 }�ttu" b �G / NIF-�± �� '1 {[� ��J����' I-�_ t / B. 847P. PQ-- T -` 0 � �� � � ��J� � L I��i���� 1t1 11 ��i . �� 0� � � � --� � � J1��� � 1 � 0 T. p� o ��- 1f -�- I �P.B.7 r}rl o7.B:346�� t����� �� / � H(N 5H07013D �� �1 ,521 S . FT., \ 11 elf N/F DEANNA L. JONES AG. 664 D.B. 3379, P P.B.70, PG.391 LOT 2 t� PIN 05H02011A ��� L+ 971 rr 155,531 SO. FT., 11.275 AC. O ONAW / �A85r 4 I `BIN b 5 J r �� t5 2 � ��.,.1. N. ONEIL ST. ` LUJ 1 j (VARIABLE WIDTH PUBLIC RNV] D B'.Lit P I 1 P.B. �J PIN O %%kw ±441.901 ohs �r., r2�rRc. L N/F40?OFT PARTNERS LLC '.B.84, PG.248 ' PIN 05H02019B f 121 ? 1 1,797 N/F D.B. 1969, PG. 789 P.B.70, PG.403 PIN 05H02014C N/F P.B.70, P PIN 05HO �120; P 6�1 l�73 61 1 1 RB.70 PG 46 �,, LOT 1-' + PIh195H02013> fr,i t9-;796_SO .-FT. D.B.46978. PG. 849 Il \�`,�, ._ � � PIN 05H02199W ti, dr i D.B 45 PC.84 S �� N 05 HT( 6 �� R L H E i 1 �_.. _ •o 2 y]�76G. 25 148 147 146 145 144. �1_43J _142 f lf��f t��lllll 1411140 78J � N/F 139 STEVIE GLENN WALL & JACKIE WALL 137 D.B. 1248, PG.29 136 �' J PIN 05H02014A ASHCROFT SUBDIVISION + rf PHASES 5 & 6 P.B.90, PG. 263 4B 13.4969,PG.42 P.B.72, PG. 424 PIN 05H02015A . GENERAL NOTES 1. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING CONDITIONS/TOPOGRAPHY ON THE PROPERTIES SHOWN HEREON AND IS NOT A BOUNDARY SURVEY. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE ALL ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN. 2. THE PROPERTY LINES SHOWN HEREON HAVE BEEN CONFIRMED FROM A SURVEY BY STEWART INC. PROPERTY LINES SHOWN TAKEN FROM REFERENCES SHOWN HEREON. 3. HORIZONTAL DATUM IS NAD 83 (2011) AND VERTICAL DATUM IS NAVD88. BASED ON GPS METHODS USING REAL-TIME KINEMATIC SOLUTIONS FOR THE SURVEY CONTROL POINTS SHOWN HEREON AND TIED TO NORTH CAROLINA GEODETIC SURVEY MONUMENT "MORIAH RESET 2". "MORIAH RESET 2" N 701,370.11' E 2,146,838.92' EL 360.75' 4. THE INITIAL STATE PLANE POSITIONS FOR THIS SURVEY WERE SCALED FROM GRID TO GROUND FROM A PROJECT LOCATION TRAV-2 N:698550.13 E:2165903.96, AN ELEVATION OF 255.30, USING A COMBINED FACTOR OF 0.99988797. 5. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE IS NOT FOR RECORDATION. 6. UTILITIES SHOWN HEREON ARE BASED ON ABOVE -GROUND VISIBLE EVIDENCE AND UTILITY DESIGNATION/MARKING SERVICES PERFORMED BY STEWART INC. AS A PART OF THIS SURVEY. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES BEFORE COMMENCING CONSTRUCTION. 7. TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION ON THE SUBJECT PROPERTY. 8. THE SUBJECT PROPERTIES ARE ZONED "PD-R", & "RE" PER JOHNSTON COUNTY GIS. PROPERTIES ARE ZONED "PLANNED DEVELOPMENT RESIDENTIAL" & "RESIDENTIAL ESTATE" PER TOWN OF CLAYTON DEVELOPMENT MAP. 9. THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN), X (SHADED) (AREA OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF FUTURE CONDITIONS 1% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS OF LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD), AE (AREA DETERMINED TO BE INSIDE THE 1 % ANNUAL CHANCE FLOOD, BASE FLOOD ELEVATIONS DETERMINED), AND FLOODWAY (DELINEATED FLOODWAY OF A STREAM). BASED ON THE FLOOD INSURANCE RATE MAP COMMUNITY MAP NUMBER 3720176000K DATED 06/20/18 AND MAP NUMBER 3720166900K DATED 06/20/18. FLOOD HAZARD LINES SHOWN HEREON ARE FROM FRIS.NC.GOV. 10. WETLAND DELINEATION PERFORMED BY SOIL & ENVIRONMENTS CONSULTANTS, PA PER PROJECT NO. 14016.W1. 11. AREAS COMPUTED BY COORDINATE GEOMETRY. 12. TOWN OF CLAYTON IS THE ELECTRIC PROVIDER. ALL LIGHTING DIRECTLY ON PUBLIC STREETS WILL BE PAYED FOR BY THE TOWN, SO LONG AS IT MEETS OUR SPECIFICATIONS. ALL HOUSES MUST HAVE A LOAD MANAGEMENT DEVICE INSTALLED ON THEM, WHICH THE TOC WILL PROVIDE. 16PO k\w I, DUSTIN J. McCARTY, CERTIFY THAT TH IS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION, THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON 02/24/2020; THAT THE SURVEY WAS COMPLETED ON 05/06/2020; THAT CONTOURS SHOWN AS [CONTINUOUS LINES] MAY NOT MEET THE STATED STANDARD; AND ALL COORDINATES ARE BASED ON NAD83(2011). DacttuSigned by: LV U.Silb1. J, kt 44� 8/3/2020 827CA5A45EC2471... DUSTIN J. McCARTY, PLS L-5213 96 • o �. L-5213 r: ����ai■■�sa+vv CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING C1 141.97' 8761.03' 0°55'42" 70.99' 141.97' S14°16'52"W C2 81.48' 1390.73' 3°21'25" 40.75' 81.47' N13°21'09"E C3 175.00' 950.06, 10,33,131, 87.75' 174.75' S30°18'19"W C4 492.39' 1180.50' 23°53'47" 249.83' 488.83' S47°03'44"W STEWART 101 WEST MAIN ST. FIRM LICENSE #: C-1051 DURHAM, INC 27701 www.stewartinc.com T 919.380.8750 PROJECT #: L20017.02 Client: ASHCROFT PARTNERS, LLC 114 W. MAIN STREET CLAYTON, NC 27520 Consultants: SOIL & ENVIRONMENTAL CONSULTANTS, PA NORTH QUARTER OFFICE PARK RALEIGH, NC 27615 KIMLEY HORN 421 FAYETTEVILLE ST SUITE 600 RALEIGH, NC 27601 Agent: RIVERWILD 114 W. MAIN STREET CLAYTON, NC 27520 CONTACT: DAVID DEYOUNG. AICP Seal: 0 125 250 500 SCALE: 1 =250'NORTH Project: ASHCROFT SECTION 2 - PHASES 1 & 4 Issued for: CONSTRUCTION DRAWINGS No. Date Description 1 10.06.2021 PER TOWN OF CLAYTON 2 11.17.2021 PER TOWN OF CLAYTON 3 01.11.2022 PER TOWN OF CLAYTON Title SEALED SURVEY Project number:L20017.02 Sheet #: Issued Date: 07.20.2021 Drawn by: C � O O Approved by: - ■ 0- 0*) N N N 0 N N C m 0) c 0- c 0 T3 c O 0) x W O �1 TY OWNERS: 4RCEL ID OWNER OWNER ADDRESS OWNER ADDRESS 2 ACREAGE ZONING ,H02013A MASSEY, JOHN WESLEY 8041 STAND R EWS DR LAURINBURG, NC 28352-0000 5.314 R-E ,H02009A RAYMOND E EARP JR REVOCABLE TRUST 7230 NC HIGHWAY42 E SELMA, NC 27576-6005 16.013 R-E H02010A SMITH, JAMES D. 1814 N ONEIL STREET EXT CLAYTON, NC 27520-6236 80.865 R-E ,H02012 MASSEY, JOHN WESLEY 8041 ST ANDREWS DR LAURINBURG, NC 28352-0000 44.910 R-E H02015 ASHCROFT PARTNERS, LLC 114 W MAIN ST STE 102 CLAYTON, NC 27520-2397 61.460 R-E H02200B ASHCROFT PARTNERS, LLC 114 W MAIN ST STE 102 CLAYTON, NC 27520-2397 35.121 R-E H02013 MASSEY, JOHN WESLEY 8041 ST ANDREWS DR LAURINBURG, NC 28352-0000 12.463 R-E EXISTING GREENWAY TRAIL *����(*� NEU_s_� �. � -::'�' ' j :' O33 _ _ - _ _ .;'. t' !.; FW N E US E RI VER I _ J ;; �` --- / F W ' - _ - ` 11 / % _ice _s _� \ 11 _ i � � �_ / / - / -� F t_ - _iO- - ' - _ ��\ / �iii // -'0 ���� i,i // 1 EXISTING = ������ f/�%�= _� `f/, F W --- \%/'.. i� �ii�l= -L � � / - =_ate- ���\ , // � - � "��\�\- l / oi����� _�_� �L \\\ �i Vim. �\ \\��/ //� �_�\\ t; ;� f 1`� �'/� y'i� - - a 1��\ \ %_, ) WETLANDS ,j \\\\��// //� \\\\\ \ -_° If �- �\ /�_ �� \ i .'���/, 1.0%ANNUAL FLOOD LINE >�f. 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POWER / I----_ �N_ EXISTING 9 EXISTING 50' ACCESS 226 11 - // - - j ' 0ON, ,, WETLANDS \ UTILITY EASEMENT o O / �` ADJACENT OWNERS: NO. PARCEL ID OWNER OWNERADDRESS OWNER ADDRESS 2 ACREAGE ZONING 1 05H02015A ASHCROFT PARTNERS, LLC 114 W MAIN ST STE 102 CLAYTON, NC 27520-2397 16.69 PD-R 2 05H02021Q ASHCROFT PARTNERS, LLC 114 W MAIN ST STE 102 CLAYTON, NC 27520-2397 1.45 PD-R 3 05H02021R WEAVER HOMES, INC 350 WAGONER DR FAY ETTEV I LLE, NC 28303-4647 0.15 PD-R 4 05H020215 WEAVER HOMES, INC 350 WAGONER DR FAY ETTEV I LLE, NC 28303-4647 0.15 PD-R 5 05H02021T RMS INVESTMENTS, LLC 114 W MAIN ST STE 102 CLAYTON, NC 27520-2397 0.15 PD-R 6 05H02021U WEAVER HOMES, INC 350 WAGONER DR FAY ETTEV I LLE, NC 28303-4647 0.15 PD-R 7 05H02021V RMS INVESTMENTS, LLC 114 W MAIN ST STE 102 CLAYTON, NC 27520-2397 0.16 PD-R 8 05HO2021W WESTAN CONSTRUCTION, LLC 283 GLEN RD STE A GARNER, NC 27529-6240 0.16 PD-R 9 05H02021X RMS INVESTMENTS, LLC 114 W MAIN ST STE 102 CLAYTON, NC 27520-2397 0.16 PD-R 10 05H02021Y WEAVER HOMES, INC 350 WAGONER DR FAY ETTEV I LLE, NC 28303-4647 0.16 PD-R 11 05H02021Z RMS INVESTMENTS, LLC 114 W MAIN ST STE 102 CLAYTON, NC 27520-2397 0.25 PD-R 12 05HO2022 RMS INVESTMENTS, LLC 114 W MAIN ST STE 102 CLAYTON, NC 27520-2397 0.26 PD-R 13 05H02022E ASHCROFT PARTNERS, LLC 114 W MAIN ST STE 102 CLAYTON, NC 27520-2397 0.99 PD-R 14 05H02014A WALL, STEVIE GLENN & WALLJACKIE 1376 NORTH ONEILSTREET EXT CLAYTON, NC 27520-0000 1.03 PD-R 15 05HO2014B BENSON, ANTHONY MARK 1378 B N ONEIL ST EXT CLAYTON, NC 27520-0000 1.01 PD-R 16 05HO2014C BENSON, ANTHONY MARK 1378 B NORTH O'NEAL EXT CLAYTON, NC 27520-0000 0.78 PD-R 17 05H02014E BENSON, AMANDA LEIGH 1380 N ONEALS ST CLAYTON, NC 27520 0.99 R-E 18 05HO2014D BENSON, BRANDON MARK 1382 N ONEILSTREET EXT CLAYTON, NC 27520-6238 0.95 R-E 19 05HO2018H SHARON HOUTMAN FAMILY TRUST 96 HIGHMEADOW LN CLAYTON, NC 27520-5712 0.32 PD-R 20 05HO2019C JERRYAND FAITH LAYTON LIVINGTRUST 106 HIGHMEADOW LN CLAYTON, NC 27520-5713 0.2 PD-R 21 05H020181 BRIAN E. PRUSANK LIVING TRUST 116 HIGHMEADOW LN CLAYTON, NC 27520-5713 0.165 PD-R 22 05HO2019D OFFUTT, MAY 128 HIGHMEADOW LN CLAYTON, NC 27520-5713 0.16 PD-R 23 05H02018L BARRETT, SANDRA LIFE ESTATE 142 HIGHMEADOW LN CLAYTON, NC 27520-5713 0.15 PD-R 24 05HO2018M RAFFEL, MARY 156 HIGHMEADOW LN CLAYTON, NC 27520-5713 0.16 PD-R 25 05HO2018N CAPERS, ANJOLINA WASHINGTON 170 HIGHMEADOW LN CLAYTON, NC 27520-5713 0.14 PD-R 26 05HO20180 MITCHELL, CHRIS D. 180 HIGHMEADOW LN CLAYTON, NC 27520-5713 0.15 PD-R 27 05HO2018P DUDLEY, BLAINET. 1907 LAKE WENDELL RD WENDELL, NC 27591-7158 0.31 PD-R 28 1 05HO2011 JONES, TRACY L. 1504 N 0NEILSTIR EET EXT CLAYTON, NC 2752 0- 6959 9.84 R-E 29 05H02013D WOODS, PAMELA POOLE 9728 CYPRESS FARM DR ZEBULON, NC 27597-6700 1.91 R-E 30 05H02013C HICKERSON, PATSY POOLE 1039 CROCKER RD SMITHFIELD, NC 27577-9033 3.09 R-E 31 05H02011B JONES, TRACY L 1538 NORTH ONEILSTREET EXT CLAYTON, NC 2752 0- 0000 8.54 R-E 32 05HO2009 RAYMOND ELMORE EARP 1R FAMILY TRUST 7020 NC HIGHWAY 42 E SELMA, NC 27576-6128 631.23 PD-R/B-2/R-10 33 16103029 TOWN OF CLAYTON CLAYTON, NC 27528-0000 80.58 R-E 34 16103023B BOYETTE, BONNIE S 1387 LOOP RD CLAYTON, NC 27527-6230 49.17 PF 35 16103023A BOYETTE, DONNIE LUCAS 1553 LOOP RD CLAYTON, NC 27527-6233 40.67 PF 36 16103024E BOYETTE, LARRY S 611 LOOP RD CLAYTON, NC 27527-0000 40.88 PF 37 1 05HO2199W I TOWN OF CLAYTON CLAYTON, NC 27528-0000 1 78.54 1 PF EXISTING STREAM 50' RIPARIAN BUFFER EXISTING 30' ACCESS °. o ° ~o_ /_ UTILITY EASEMENT db ���_-�_, i _.;� / �_V`1 i - ,�,\\- _ � - - 00000000 0000°o°rA ° r /� �� ' `�� -����� - , =-ti % �_ �� EXISTING 60' ACCESS � � \� \1 \\ \\h11111 ))II II 11) / UTILITY EASEMENT \ \\ IA1 A�� IIIII%////�///l / �� 2os / �, IIII �1� �I I N II I)) I �I , / � �/� 1/ I I I I�\ 204 0I / // )KIII ��1 11 / , 0 � EXISTING / // l ///I///�l/o/ / �) WETLANDS // /// // i , (e�/ % _� / � POWER LINE EASEMENT ' \ - ______ 1\1IN-S,/w\� N pH� I*EXISTING WETLANDS AREA i 2Sv w 32 GENERAL NOTES �"I"11 1. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING 7. TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION CONDITIONS/TOPOGRAPHY ON THE PROPERTIES SHOWN HEREON ON THE SUBJECT PROPERTY. AND IS NOT A BOUNDARY SURVEY. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE ALL 8. THE SUBJECT PROPERTIES ARE ZONED "PD-R", & "RE" PER ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN. JOHNSTON COUNTY GIS. PROPERTIES ARE ZONED "PLANNED DEVELOPMENT RESIDENTIAL" & "RESIDENTIAL ESTATE" PER TOWN 2. THE PROPERTY LINES SHOWN HEREON HAVE BEEN CONFIRMED OF CLAYTON DEVELOPMENT MAP. FROM A SURVEY BY STEWART INC. PROPERTY LINES SHOWN TAKEN FROM REFERENCES SHOWN HEREON. 9. THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 3. HORIZONTAL DATUM IS NAD 83 (2011) AND VERTICAL DATUM IS 1 % ANNUAL CHANCE FLOODPLAIN), X (SHADED) (AREA OF 0.2% NAVD88. BASED ON GPS METHODS USING REAL-TIME KINEMATIC ANNUAL CHANCE FLOOD; AREAS OF FUTURE CONDITIONS 1 % SOLUTIONS FOR THE SURVEY CONTROL POINTS SHOWN HEREON ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD AND TIED TO NORTH CAROLINA GEODETIC SURVEY MONUMENT WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE "MORIAH RESET 2". AREAS OF LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD), AE (AREA "MORIAH RESET 2" DETERMINED TO BE INSIDE THE 1% ANNUAL CHANCE FLOOD, BASE N 701,370.11' FLOOD ELEVATIONS DETERMINED), AND FLOODWAY (DELINEATED E 2,146,838.92' FLOODWAY OF A STREAM). BASED ON THE FLOOD INSURANCE EL 360.75' RATE MAP COMMUNITY MAP NUMBER 3720176000K DATED 06/20/18 AND MAP NUMBER 3720166900K DATED 06/20/18. FLOOD HAZARD 4. THE INITIAL STATE PLANE POSITIONS FOR THIS SURVEY WERE LINES SHOWN HEREON ARE FROM FRIS.NC.GOV. SCALED FROM GRID TO GROUND FROM A PROJECT LOCATION TRAV-2 N:698550.13 E:2165903.96, AN ELEVATION OF 255.30, USING A 10. WETLAND DELINEATION PERFORMED BY SOIL & ENVIRONMENTS COMBINED FACTOR OF 0.99988797. CONSULTANTS, PA PER PROJECT NO. 14016.W1. 5. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND 11. AREAS COMPUTED BY COORDINATE GEOMETRY. THEREFORE IS NOT FOR RECORDATION. 6. UTILITIES SHOWN HEREON ARE BASED ON ABOVE -GROUND VISIBLE EVIDENCE AND UTILITY DESIGNATION/MARKING SERVICES PERFORMED BY STEWART INC. AS A PART OF THIS SURVEY. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES BEFORE COMMENCING CONSTRUCTION. o ° 0; o 1-.0 0 %O I%,e� B �o zhcc i01 V'g\ 19 POWER POLE TO BE RELOCATED 0 0 11 ,, �*q 0 EXISTING OHP LINE ° TO REMAIN ?(# C)C 2' 81 EIR 1�' __:::�� N / / 50' �/f j RIPARIAN BUFFER 22z _�06 N. TO BE ABANDONED. SEE PLANS FOR LOCATION. /-- EXISTING STREAM OVERHEAD POWER LINE TO BE RELOCATED 21& \11-1 �13 � �� \\ 2 \ � \ j 0 �--- C -\ �ti - 1 '5 ( l �� \� 1 , _,., '^ �s d a. l �6 \ - �,, 0 .3-, 1, 7 _ \, 10 9 P��' I I?J���QG ��;1\ 6� �P' `Q . SURVEY LEGEND: A SURVEY CONTROL POINT OO EIP EXISTING IRON PIPE ❑ ECM EXISTING CONCRETE MONUMENT ♦ COMPUTED POINT @D STORM DRAIN MANHOLE ® STORM DRAIN CURB INLET Os SANITARY SEWER MANHOLE 0 SANITARY SEWER CLEANOUT 0 SANITARY FORCEMAIN VALVE .S. HYDRANT m� WATER VALVE WM O WATER METER WATER MANHOLE 0 WATER VAULT 0 WELL GV M GAS VALVE ❑GM GAS METER 0 TELEPHONE MANHOLE TPED 0 TELEPHONE PEDESTAL © TV MANHOLE CATV O TV PEDESTAL FOWP 0 FIBER OPTIC WITNESS POST 19 FIBER OPTIC BOX E1) ELECTRIC MANHOLE EM O ELECTRIC METER EB ELECTRIC BOX 0 UTILITY POLE -0 GUY POLE GUY WIRE 0 LIGHT POLE © MANHOLE rs TRAFFIC SIGNAL BOX �y TRAFFIC SIGNAL POST QMW MONITORING WELL ;IIeBOR BORING LOCATION ■ BOLLARD -� SIGN FF=267.18' FINISHED FLOOR ELEVATION ODECIDUOUS TREE EVERGREEN TREE O BUSH X WIRE FENCE O CHAIN LINK FENCE T UNDERGROUND TELEPHONE LINE FO UNDERGROUND FIBER OPTIC LINE C UNDERGROUND GAS LINE E UNDERGROUND ELECTRIC LINE W UNDERGROUND WATER LINE SS SANITARY SEWER LINE - = STORM DRAIN LINE -OHW- OVERHEAD WIRES U UNIDENTIFIED LINE UNKNOWN DESTINATION ° 4` CONCRETE SURFACE DIP DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE PIPE HDPE HIGH -DENSITY POLYETHYLENE PIPE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE CB CATCH BASIN r"'1111il STEWART 101 WEST MAIN ST. FIRM LICENSE #: C-1051 DURHAM, NC 27701 www.stewartinc.com T 919.380.8750 PROJECT #: L20017.02 Client: ASHCROFT PARTNERS, LLC 114 W. MAIN STREET CLAYTON, NC 27520 Consultants: SOIL & ENVIRONMENTAL CONSULTANTS, PA NORTH QUARTER OFFICE PARK RALEIGH, NC 27615 KIMLEY HORN 421 FAYETTEVILLE ST SUITE 600 RALEIGH, NC 27601 Applicant: HEARTH POINTE DEVELOPMENT 114 W. MAIN STREET CLAYTON, NC 27520 -<19 Seal: 0 100 200 400 SCALE: 1" = 200' NORTH Project: ASHCROFT SECTION 2 - PHASES 1 & 4 Issued for: CONSTRUCTION DRAWINGS No. Date Description 1 10.06.2021 PER TOWN OF CLAYTON 2 11.17.2021 PER TOWN OF CLAYTON 3 01.11.2022 PER TOWN OF CLAYTON Title: EXISTING CONDITIONS PLAN Project number:L20017.02 Sheet #: Issued Date: 07.20.2021 Drawn by: C 1 ■ 10 Approved by: - SEEDING PREPARATION: EROSION CONTROL NOTES: E Q M N N N 0 N N c co 0 0 N J i 0 N 0 N to U �o o_ 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONED, IF AVAILABLE. 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4. APPLY ALL AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW). 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM 4 TO 6 INCHES DEEP SEEDBED IS PREPARED. 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIR OR RESEEDING WI HIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, RE TAB IS FO LO G ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESENDING WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 50% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES AND LANDSCAPING PLANS. 10. SEE LANDSCAPING PLANS FOR PERMANENT SEEDING, MULCHING, AND FERTILIZING RATES. ALL AREAS NOT DESIGNATED TO RECEIVE PLANTS SHALL BE SEEDED PER THE LANDSCAPING PLANS. TEMPORARY SEEDING PREPARATION: 1 CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2. RIP THE ENTIRE AREA TO SIX INCHES DEEP. 3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE ADMIXTURE BELOW). 5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP. 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RE-SEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 1. REFER TO C3.00 FOR GENERAL NOTES. 2. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN BEST LOCATION BASED ON FIELD CONDITIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONSTRUCTION ENTRANCES AS NECESSARY TO PREVENT THE TRACKING OF SEDIMENT OFF -SITE. THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF ALL PERMANENT EROSION CONTROL METHODS AFTER CONSTRUCTION IS COMPLETE, IF ANY PERMANENT METHODS ARE REQUIRED. 5. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 6. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR AND ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 7. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE LIMITS OF DISTURBANCE (L.O.D.) SHALL BE PERMITTED. THE L.O.D. SHALL BE MAINTAINED BY THE ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 8. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 9. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 10. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT. COPIES OF THE WRITTEN INSPECTION REPORTS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE TWICE PER WEEK AND AFTER RAINS OF GREATER THAN 0.5". RAIN GAUGE REQUIRED ON SITE. 11. ANY AREAS OF EXPOSED SOILS THAT WILL NOT BE DISTURBED FOR FOURTEEN DAYS SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT (48) HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE A MINIMUM THICKNESS OF 2 TO 3 INCHES. 16. INTERIM SLOPES MAY BE GRADED TO A MAXIMUM SLOPE OF 2:1 (HORIZONTAL: VERTICAL); CUT SLOPES SHALL BE LIMITED TO A MAXIMUM SLOPE OF 1.5:1. 17. THE SURFACE OF AREAS SLOPES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL THAT ARE TO RECEIVE INTERIM FILL SHALL BE PLOWED, FURROWED, TILLED OR BROKEN UP PRIOR TO PLACING FILL SO THAT FILL MATERIAL WILL BOND WITH EXISTING. " SURFACE. INTERIM FILL SHALL BE PLACED AS SPECIFIED FOR PERMANENT FILLS AND IN LIFTS NOT GREATER THAN 6". 18. PROVIDE DUST CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, WETTING DOWN TO CONTROL DUST ON SITE, IN ORDER TO PREVENT ANNOYANCE/AND OR DAMAGE TO ADJACENT SITES. CALCIUM CHLORIDE OR ANY OTHER CHEMICAL MATERIAL MAY NOT BE USED ON SUBGRADES OF AREAS TO BE SEEDED OR PLANTED. 19. SEDIMENT LADEN RUNOFF FROM EXCAVATIONS SHALL NOT BE PUMPED DIRECTLY TO STORM DRAINAGE. 20. INSPECTOR REFERS TO LOCAL JURISDICTIONAL (NCDENR OR LOCAL) LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE. FIELD INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR. 21. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT CONTROL PLANNING LAND DESIGN MANUAL. 22. NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM: THE PERSON RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES IS REQUIRED TO INSPECT THE PROJECT AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 413.0131 TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FORM HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION NEW.HTML SEEDING SCHEDULE SEQUENCE OF CONSTRUCTION ACTIVITIES: SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1) 1. OBTAIN GRADING PERMIT. 14. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, DATE TYPE PLANTING RATE REMOVE ALL ACCUMULATED SEDIMENT FROM SEDIMENT TRAPPING AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE 2. DETERMINE AND MARK LIMITS OF DISTURBANCE. MEASURES AND DISPOSE BY MEANS DEEMED ACCEPTABLE BY THE ENGINEER. SCHEDULE SITE INSPECTION. UPON APPROVAL BY THE NOV 1 -MAR 1 TALL FESCUE & 300 LBS/ACRE 3. A PRE -CONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR EROSION CONTROL INSPECTOR, REMOVE TEMPORARY EROSION ABRUZZI RYE 25 LBS/ACRE TO THE START OF ANY CONSTRUCTION ACTIVITIES. THE EROSION CONTROL MEASURES, SMOOTH AREA AND APPLY APPROPRIATE MAR 1 - APR 15 TALL FESCUE 300 LBS/ACRE CONTROL INSPECTOR, ARCHITECT, ENGINEER, AND CONTRACTOR STABILIZATION. SHALL BE PRESENT TO SATISFY REQUIREMENTS. APR 15 - JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE 15. STORMWATER PERMIT INSPECTION REPORTS SHALL BE PERFORMED BY 4. INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION FENCING, SILT THE CONTRACTOR UNTIL NOTIFIED OTHERWISE BY THE EROSION JUL 1 -AUG 15 TALL FESCUE 120 LBS/ACRE FENCE, PERIMETER EROSION CONTROL DEVICES AND ALL REQUIRED CONTROL INSPECTOR. ***BROWNTOP MILLET 35 LBS/ACRE BASINS AND TRAPS. 16. SEE SHEETS C5.10 AND 5.20 FOR PROCUDURE TO CONVERT EROSION ***OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE 5. SCHEDULE SITE INSPECTION. CONTROL BASIN TO PERMANENT SCM. 6. UPON APPROVAL TO PROCEED BY THE EROSION CONTROL INSPECTOR, NOTES: SLOPES (3:1 TO 2:1) HARVEST ANY TIMBER. DATE TYPE PLANTING RATE 1. INSPECTOR REFERS TO LOCAL JURISDICTIONAL (NCDENR OR LOCAL) 7. CONSTRUCT REMAINING EROSION CONTROL MEASURES AS REQUIRED. LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE. FIELD MAR 1 - JUN 1 ***BROWNTOP MILLET 50 LBS/ACRE INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND EROSION 8. REMOVE AND/OR STORE TOPSOIL. CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR. (MAR 1 - APR 15) ADD TALL FESCUE 120 LBS/ACRE (MAR 1 JUN 30) OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE 9. BEGIN GRADING OPERATIONS. 2. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH ***TALL FESCUE AND 120 LBS/ACRE 10. CLEAN SEDIMENT BASINS/TRAPS WHEN ONE-HALF FULL. CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL JUN 1 - SEP 1 ***BROWNTOP MILLET 35 LBS/ACRE RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT CONTROL ***OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE 11. ALL STREETS SURROUNDING THE PROJECT SHALL BE KEPT CLEAN AT PLANNING LAND DESIGN MANUAL. ANNUAL RYE 70 LBS/ACRE ALL TIMES. SEP 1 - MAR 1 AND TALL FESCUE 120 LBS/ACRE (NOV 1 MAR 1) 3. NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL ADD ABRUZZI RYE 25 LBS/ACRE 12. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE SELF -INSPECTION PROGRAM: THE PERSON RESPONSIBLE FOR IDLE 14 DAYS OR LONGER. LAND -DISTURBING ACTIVITIES IS REQUIRED TO INSPECT THE PROJECT AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING 13. PERMANENT SURFACE STABILIZATION SHALL BE INSTALLED FOR ALL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH AREAS WITHIN 14 DAYS AFTER FINAL GRADE HAS BEEN REACHED. AS NCGS 113A-54.1 AND 15A NCAC 4B.0131 TO MAKE SURE THAT THE DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. NECESSARY, FERTILIZE, WATER AND RESEED AS REQUIRED TO APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS. FOLLOWED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN ***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW EXCEL SPREADSHEET FORM TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION NEW.HTML ADMIXTURES: AGRICULTURAL LIMESTONE: 2 TONS/ACRE FERTILIZER: 1,000 LBS/ACRE - 10-10-10 SUPERPHOSPHATE: 500 LBS/ACRE - 20% ANALYSIS MULCH: 2 TONS/ACRE - SMALL GRAIN STRAW ANCHOR: ASPHALT EMULSION AT 300 GALS/ACRE Diversion Channel Dimension Table Channel Bottom Width (FT) Sideslopes Top Width (FT) Lining to be seeded and tacked mulched Channel Depth (FT) Velocity (FT/S) Shear Stress (#/SQFT) DD-A 1 3 :1 7 Vegetative Cover 1 2.00 2.00 DD-B 3 3 :1 12 Vegetative Cover 1.5 1.87 0.37 DD-C 2 3 :1 14 Vegetative Cover 2 1.51 0.62 DD-D 3 3 :1 9 Vegetative Cover 1 1.98 0.28 DD-E 2 3 :1 14 Vegetative Cover 2 1.61 1.09 DD-F 1 1 3 :1 7 Vegetative Cover 1 1.68 1.40 BASIN ID BASIN GEOMOETRY SPILLWAY SI IMMER CHARACTERISITCS SURFACE AREA (SF) VOLUME (CF) DEWATER ING TIME BOTTOM TOP SURFACE DAM HEIGHT SIDE SLOPES STORAGE DEPTH STONE WIDTH SIDE SLOPES WIDTH LENGTH WIDTH LENGTH WIDTH LENGTH SIZE HEAD ORIFICE REQUIRED PROVIDED REQUIRED PROVIDED SB1 67 ft 157 ft 94 ft 184 ft 85 ft 175 ft 4.5 ft 3:1 3.0 ft 30.0 ft 2:1 2.5 in 0.2 ft 3.0 in 13,926 SF 14,875 SF 28,008 CF 38,091 CF 4 days SB2 66 ft 176 ft 99 ft 209 ft 90 ft 200 ft 5.5 ft 3:1 4.0 ft 40.0 ft 2:1 4.0 in 0.3 ft 3.0 in 17,757 SF 18,000 SF 35,712 CF 59,232 CF 5 days SB3 76 ft 176 ft 109 ft 209 ft 100 ft 200 ft 5.5 ft 3:1 4.0 ft 35.0 ft 2:1 3.0 in 0.3 ft 3.5 in 16,021 SF 20,000 SF 32,220 CF 66,752 CF 5 days TREE PROTECTION NOTES: 1. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A GRADING PERMIT. OR OBTAIN A GRADING PERMIT THEN TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE 2. TREE PROTECTION FENCING SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: "NO TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR / ZONA PROTECTORA PARA LEIS ARBOLES." 3. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE ON THE TREE ROOTS OUTSIDE OF THE TREE SAVE AREA. THIS SHALL OCCUR AT THE SAME TIME THAT OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. 4. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED TREE AREA. 5. TREE PROTECTION AREA: EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING TREES, OR SIX FOOT RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHIN THIS AREA. TOTAL AREA OF DISTURBANCE 32.68 AC/ 1.423,408 SF r,ij STEWART 101 WEST MAIN ST. FIRM LICENSE #: C-1051 DURHAM, NC 27701 www.stewartinc.com T 919.380.8750 PROJECT M L20017.02 Client: ASHCROFT PARTNERS, LLC 114 W. MAIN STREET CLAYTON, NC 27520 Consultants: SOIL & ENVIRONMENTAL CONSULTANTS, PA NORTH QUARTER OFFICE PARK RALEIGH, NC 27615 KIMLEY HORN 421 FAYETTEVILLE ST SUITE 600 RALEIGH, NC 27601 Applicant: HEARTH POINTE DEVELOPMENT 114 W. MAIN STREET CLAYTON, NC 27520 Seal: �}titiy;451}I�iIJJIlu{ f{ 03 418 y ❑ LL r'r{ref fill i+i tall 11 5}41511� y Project: ASHCROFT SECTION 2 - PHASES 1 & 4 Issued for: CONSTRUCTION DRAWINGS No. Date Description Title: EROSION CONTROL NOTES Project number:L20017.02 Sheet #: Issued Date: 07.20.2021 Drawn by: TS C4.00 Approved by: LP J E Q N N N O N N C t) Q c 0 C 0 0 w O O U h` C) 0 N J m a� Q co C a� E I 0 0 r) C 0 U C L C 0 U N 66 (D 0 N L 0 L 0 Q 0 0 N J i 0 N C) N N U N O IP� / 1 i \11 1// / /< \ \ \ I / / / \� —� ///1�� 1111111 II 1/ l/ / \ \\ \ \ \ j\ \ \ ` \ \ \ / / / / / / //// // �/ / �° P 4// \ —J III / D IMAGE �1 REA l�0 I �S / / `/ /Exisrl� 3p, / / III - 101 WEST MAIN ST. FIRM LICENSE #: C-1051 STEWART / / °Q' / / IANDSC°ESS, UilLli'rg / KIM ER A N ( F�) / / EEASEME9) DURHAM NC 27701 www.stewartinc.com / IIII J T 919.380.8750 PROJECT #: L20017.02 Client: ,p/LITM EGArS22 °ti4l P°S°GJ P ASHCROFT PARTNERS, S, LLC PG..1114 W. MAIN STREET CLAYTON, NC 27520. L_1 ¢ / \ S / �� _QHW OHW P COr1SUltantS: _ r OHW { { OHW OHW OHW SOIL &ENVIRONMENTAL CONSULTANTS, PA �H �� W CO R T H UT W H 'EXISPINOWERLNOEASEMENiRGVI e9 W (P.B.]1,PG.106) �" OHW OHW OHW NORTH QUARTER OFFICE PARK H \ 1 OHW OHW \ HW �O,HW � —�tfi/ -QFIW� OHW OHW RALEIGH, NC 27615 F� h h F 1 � F� FCC O� _ FO 'J � / / I TREE PROTECTION �� / 41— KIMLEY HORN l � � 421 FAYETTEVILLE ST SUITE 600 LIMITS OF DISTURBANCE / / / \\ \ \� �� n FENCING (TYP) f 7 lei EIP RALEIGH, NC 27601 _ / ��IN ' t�1�/E to'�' I�IT C P �` �� / \ �� ery9°a. Applicant: F T mR � � HEARTH POINTE DEVELOPMENT 46� \ \ � \ \ \ / / ` \ C- \ \ \� 114 W. MAIN STREET I 1 l / \ \ \l \ ! CLAYTON, NC 27520 Al DIV S '?N DITC � 37, 1 � lam+ /� \ � \ ) � / I � � �—\ \ \ \ Jr '/� L�,- ��\� \ TREE PROTECTION 1 0 \ 3 L \ \ I � � (J FENCING (TYP) SLOPE DRAIN /% ,\ --✓ /rI / �\ \ I(/ DLVRSIGN-DIT SKIMMER BASIN B \/1 / // //// / / / / I / JJJf�y^aSLOPE DRAIN I/ \ ,o- 9l I r DI� V RQJ EMERGENCY OVERFLOW SILT FENCE OUTLET (TYP) PILLWAY \�G000y / R S'HI�U SKIMMER BASIN BAFFLES TYP SKIMMER W i 1I�/1t1 \ y SKIMMER SKIMMER BASIN S S � Seal: 5° / / / / y i / \\ �/ �` ✓/�� i \ l \ \ \ / BAFFLES (TYP) P EMERGENCY OVERFLOW SPILLWAY \ SSaE�°E � pti pP y / ` % - ' \� \\ 6 SLOPE DRAINS j SKIMMER BASIN C 2 \\ \\ • •°. po-^ \ \ �, (j� G .gyp °�y DIVE DI (J�l' B ' H K QPy°QQ�°y� S pG 1 \ � � \ I \ �00 p9^ y 0� �y� 0 q / / / •+�\ O yF��ry°A, ^p° � � y� p' \ � � �\ � � / ' SLOPE DRAIN +Qq=Pee \ /' ,, \� \ \ / / / 1 1 2 n ysPe°ti°p +SGP J/// / —^'°° • r /// ^e'� O �/ EMERGENCY OVERFLOW SPILLWAY ��1V } 3 l 1 � � � titiy415515511t1111r1rrr rJr J- .+` 418 p 1� 1J r1,N5 QV SIbKDIl-CH A o n VI\ G' \ � 2 \ Ep \\\ \ \ \ / Jy9 yry°6ro / / � �/ I \ \ \ P'�F'•\ \F ?�Pym FP�Q�y � � '.°e2 °J ,SKIMMERp py-` 0.°:°aP \ \ / Vi \ R °� e% Soo- ° flf� \ 0 50 1 0 200 RAC\[[-5 \ / / \ \ e�y�0�eo' y oe'py SLOPE DRAIN 205 SKIMMER BASIN BAFFLES (TYP) I� OH j\� \ \\ \\ \ � / 210 /J �eN \ l oo' o SKIMMER BASIN A J _ 0.1°e1Ory°^ % \`yam i°-sae ~ ��(j '0CP $6 Q Jam\ \\ r�/J o� J SCALE: 1"=100' NORTH Project: / y o- c o-,b � � ��\ �eG�^y° �� � yy tip,^ AS H C RO FT I ` 1 , � SECTION 2 — \ EROSION CONTROL LEGEND: \ 00 SYMBOL DESCRIPTION PHASES 1 & 4 \ LIMITS OF DISTURBANCE SF SILT FENCE TP TREE PROTECTION Issued for: \ DD DIVERSION DITCH CONSTRUCTION - - - - 100 YR FLOOD ELEV. \ ® DRAWINGS BLOCK & GRAVEL INLET PROTECTION /p No. Date Description SILT FENCE AND WIRE INLET PROTECTION 0I. P HORSE SHOE INLET PROTECTION ___- ---- SILT FENCE OUTLET CHECK DAM FLARED END SECTION (FES) ---- ---- SEDIMENT TRAP Title: RIPRAP DISSIPATER TEMPORARY CONSTRUCTION ENTRANCE EROSION CONTROL PHASE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA EROSION CONTROL SPECIFICATIONS NOTES: Project number: L20017.02 Sheet #: Issued Date: 07.20.2021 1. SEE SHEET C4.00 FOR EROSION CONTROL NOTES. Drawn by: TS C4.01 Approved by: LP �I S_ Q CD I N N 0 N N C co n ►- 0 0 N J i 0 N 0 N N U N 4 c�0�%j�/rl/AR�0/// /\o��P 4INAG ��`'���Q�/ Q jNTASSKII�pME BA N TY) / / -� ✓ B3, 229) / \4's /� �UPigILITY G 6 ACCESS 8 / I b�AS 65c� (/G522 ENT � P.Y6,�� �( �`)1 ;a;'� �09 6B 36 O EP: 20'+7 6.5 04 PROP. WALL 1 .s / �`��( SEE GRADING PLAN _ ® (:(1N(tRFTF ��/ SH(ll ITS w T, o 00 / / I �PHAS 1 0,9 \I II — L STEWART 101 WEST MAIN ST. FIRM LICENSE #: C-1051 DURHAM, NC 27701 www.stewartinc.com T 919.380.8750 PROJECT #: L20017.02 Client: ASHCROFT PARTNERS, LLC 114 W. MAIN STREET CLAYTON, NC 27520 oFlw OHW Consultants: --i' OHW OHW SOIL & ENVIRONMENTAL CONSULTANTS, PA ---a � OHW OHW NORTH QUARTER OFFICE PARK RALEIGH, NC 27615 KIMLEY HORN EIP 421 FAYETTEVILLE ST SUITE 600 J1� RALEIGH, NC 27601 Applicant: HEARTH POINTE DEVELOPMENT —�Z 114 W. MAIN STREET CLAYTON, NC 27520 0 SKIMMER ) 51111I I SKIMMER BASIN ` 7 BAFFLUES (TYP) 410, SKIMMER BASIN C Seal: •C i. - L i 0 50 100 200 0 0 SCALE: 1 "=100' NORTH I Project: EROSION CONTROL LEGEND: SYMBOL DESCRIPTION ■ LIMITS OF DISTURBANCE SF SILT FENCE TP TREE PROTECTION DD DIVERSION DITCH — — — — 100 YR FLOOD ELEV. IP BLOCK & GRAVEL INLET PROTECTION SILT FENCE AND WIRE INLET PROTECTION IP HORSE SHOE INLET PROTECTION SILT FENCE OUTLET CHECK DAM FLARED END SECTION (FES) SEDIMENT TRAP RIPRAP DISSIPATER W'DODO DDD TEMPORARY CONSTRUCTION ENTRANCE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA EROSION CONTROL SPECIFICATIONS NOTES: 1. SEE SHEET C4.00 FOR EROSION CONTROL NOTES. ASHCROFT SECTION 2 — PHASES 1 & 4 Issued for: CONSTRUCTION DRAWINGS No. Date Description Title: EROSION CONTROL - PHASE II Project number: L20017.02 Sheet #: Issued Date: 07.20.2021 Drawn by: TS C4.02 Approved by: LP O �Ijll��ll�l'111 ii/%j/ 1///� ' //'� a \ /� I �AL I ,P� 6 01 I\ ry 5 y o P / // I/ / �� ✓ �\ \ \ \ \ / / 1 / O / / // LANOSC 8E EA5 ENT FF ��UTILILITY PG ACCESS& / I P b"�ry'4 ���EAS22 ENT t Pv �`N �H W CONCRETE H UT W H XSTNG93'PRpGRE55RGY I./. AS i\a3 W POWERLINEEASEMENTENE1Y/�•/ ti \H ¢ L r \ OHW OHW ^� (P.8.71,PG 06) HW O W _ A 1W o O , T 1IL77 L,fi L184 � FO L 9 IL CC L206 L L225 L FO Q' Q, 1 � I I I• I I I I �� I I I 1 J ��� TREE PROTECTION �5oy i i I F55i �56+57y� +i �60+1 (6 2) �(63y% MITS OF DISTURBANCE 7)1 V (74)'75y\ 76) (77)1 +"78+♦I+ i + I FENCING TYP 479+ I C �I A156 I 154 ; 4 Laso I / IfPi I - 2 W 00 Q 0 N N N O N N C 0) a a C 0 U c s 0 w 0 0 U 0 0 N N O c� Q 0 m t a c 0 E I U O r) C O U L O U N_ 66 r) N O L U L Q O O N J i O N O N N U N O STEWART \ 101 WEST MAIN ST. FIRM LICENSE #: C-1051 I DURHAM, NC 27701 www.stewartinc.com T 919.380.8750 PROJECT #: L20017.02 �JP Client: ASHCROFT PARTNERS, LLC �:1� hoo oyF °o 114 W. MAIN STREET a��F ryo CLAYTON, NC 27520 OHW OHW P Consultants: OHW OHW OHW OHW OHW OHW OHW SOIL & ENVIRONMENTAL CONSULTANTS, PA W OHW OHW NORTH QUARTER OFFICE PARK 7 � � RALEIGH, NC 27615 KIMLEY HORN / EIP 421 FAYETTEVILLE ST SUITE 600 1� RALEIGH, NC 27601 JIP11 \°"I Applicant: ,, +147HEARTH POINTE DEVELOPMENT \\\ " � � � ' �'� � � \ 1 �' � -'Z I 114 W. MAIN STREET s�i o� �� \ !■■I� /_=�=cam =i�. _��� `=,�Iy� /� rle� � �� � � • � .•. F •. rr. :'� q�� • esa��a.. ..� �. arc \�� / --- r'►''r <1 W �� � I�l � I .�► ��""_' _�l�a�,.f �' � ���=•Ss. ��� i i ,�� - �• Vicinity map: In NIL MW InIMEN CHECK � ,,� � �� `�...,.� I��I��� {..-- -� �...®� � � F►�-� �i �,� .�. . � s _ �,�� ;� tom' ,. ��� � � �.r. � � �.//�-.��,�/!1� •jam=�� � - ..� � �^ ���.�r ► � '1 / ��` �/ � � �� � . � ! � =- q - (.yi. a e� 1 �.. �- ,:, „I� �.� ♦ � �, ��� �� <. �, � ,t. 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Approved by: - C4.03 Q O N N N O N N C 0) Q C a c 0 w 0 0 0 0 N J C� c>7 Q m t a c E I U O r) c 0 U O U I N 66 (D 0 N O U Q 0 0 N J 'o N 0 N N U N O /rl 6 ^� I\ 2 ry 5 y ::�YP�4 /EXISTIpG I 30'gCCESS, UTILI J/ P / // I/ / �� � � ✓ �\ \ \ \ \ / / 1 / O / � / � // LANOSC 8E EA5 EN / I O / \ i 8322�T A�' E i IA CONCRETE H UT XSTN�90 PROGRESSENER°Y PHAS ,rya° I Y W W ,-, POWERLINE EASEMENT Jn W � (P.6.11, PC. tog) V H \ ` 1 — OHW OHW HW O�IW ® o 1 i ii rJ 455� I1�56y 57y I 5�r8_y1 �.59 ` I I r _ 7zj73jI i + � TREE PROTECTION /(50FENCING (TYP) 50) It6?� (6� LIMITS OF ISTURBCEl I 74jI 5r'F7sy (77j 78,iI �1 6� 54 ' .14 m - k 143i Er STEWART • 1 DURHAM, NC 27701 ASHCROFT PARTNERS, I 1 OHW—� - - OHW �. v v /� • O • • NORTH QUARTER OFFICE PARK •11 RALEIGH, NC 27601 as HEARTH POINTE DEVELOPMENT 114 W. MAIN STREET IN \`� --■a`o�•� w \ IP��- � �__ rsw���s, iwl'w�► ae % a� �_. 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A\ BLOCK & GRAVEL INLET PROTECTION D RAW I N G S [lip No. Date Description SILT FENCE AND WIRE INLET PROTECTION HORSE SHOE INLET PROTECTION - ---- ---- ---- ---- ---- �1\�\� FOWP — SILT FENCE OUTLET CHECK DAM FLARED END SECTION (FES) Area SITE AREA STABILIZATION STABILIZATION TIME NPDES NOTES DESCRIPTION TIME FRAME FRAME EXCEPTION Perimeter dikes, 1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDSEDIMENT TRAP ES GENERAL � Title: STORMWATER PERMIT NCG010000; 1 swales, ditches and 7 days None RIPRAP DISSIPATER slopes 2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000 ONLY; o o°o°o°o If slopes arel0 or less in W 000000po EROSION CONTROL - O o o Slopes Steeper length and are not 0000,p TEMPORARY CONSTRUCTION ENTRANCE 2 p p 7 days g 3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY V „p>oop o0 0000�00 than 3:1 y steeper than 2:1, 14 days PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000; PHASE IV are allowed ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH 4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND CAROLINA EROSION CONTROL SPECIFICATIONS Slopes 3:1 or 7-days for slopes greater IT IS NOT A PART OF THE APPROVED PLANS FOR PURPOSES OF 3 flatter 14 days than 50 feet in length ENFORCEMENT ACTION UNDER THE CITY CODE; NOTES: 5. DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER Project number: L20017.02 Sheet #: All other area with PERMIT FOR CONTRACTION ACTIVITY SHALL BE SUBMITTED TO THE CITY. 4 slopes flatter than 14 days None (except as shown in Issued Date: 07.20.2021 p Y � 1. SEE SHEET C4.00 FOR EROSION CONTROL NOTES. Drawn b TS chart C4.04 4:1 y'Approved by: LP a 0 N N N 0 N N C co 0 a L 0 U c 0 0 w 0 0 0 N J i 0 N 0 N U N I _ 8' MAX, f VARIABLE AS DIRECTED BY THE ENGINEER MIN. 10 GA. LINE WIRES N. 12-1/2 GA. TERMEDIATE RES GRADE III I� II II =III I- III III 'III IIII li = li FRONT VIEW lil NOTES: • USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES STEEL POST NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW WOVEN WIRE FABRIC • END OF SILT FENCE NEEDS TO BE TURNED UPHILL. TT SILT FENCE GEOTEXTILE FABRIC FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. o • * SKIRT IS TO BE TRENCHED IN, AT A MINIMUM, 8 IN. 1 FILL SLOPE VERTICALLY AND 4 IN. HORIZONTALLY M N ' s GRADE MAINTENANCE: N 1. INSPECT ALL SILT FENCE AT LEAST ONCE PER WEEK 8" COVER MINIMUM z AND FOLLOWING EACH RAIN EVENT, - == ! OVER SKIRT* 4"-ii _ iTi- 2. REPAIR/REPLACE ANY DAMAGE THAT DOES NOT o iu =i1i= COMPLY WITH THIS DETAIL OR NCDEQ REQUIREMENTS. ii EXTEND WIRE 6" MIN. INTO N TRENCH AND ANCHOR SKIRT 1 - 3. REMOVE SEDIMENT WHEN IT COVERS HALF OF THE SILT oc u - AS DIRECTED BY ENGINEER FENCE. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. 4. TAKE ALL PRECAUTION TO MAINTAIN QUALITY OF SILT FENCE. IF SILT FENCE IS DAMAGED, REMOVE AND SIDE VIEW REPLACE, STANDARD TEMPORARY SILT FENCE PLAN NO TRESPASSING TREE PROTECTION AREAT PROHIBIDO ENTRAR ZONA PROTECTORA PARA LOS ARBOLES SIGN DETAIL NO SCALE 10'-0" O.C. MAX. NOTES: 1. WARNING SIGNS SHALL BE MADE OF DURABLE WEATHERPROOF MATERIAL. 2. LETTERS SHALL BE 3" HIGH MINIMUM, CLEARLY LEGIBLE, AND SPACED AS SHOWN. 3. SIGNS ARE TO BE PLACED NO GREATER THAN 100 FT. ON CENTER. 4. PLACE SIGN AT EACH END OF LINEAR TREE PROTECTION AREAS AND 100 FT. ON -CENTER THEREAFTER. 5. FOR TREE PROTECTION AREAS LESS THAN 100 FT, IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER AREA, 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. NTS POSTS MAY BE EITHER 4"0 PINE, 2"0 OAK, OR 1.33 LB/LF STEEL WEATHERPROOF SIGN AS SHOWN ABOVE; SEE NOTES FOR CONSTRUCTION AND SPACING INFORMATION ORANGE, UV RESISTANT HIGH -TENSILE STRENGTH POLY BARRICADE FABRIC 8. ADDITIONAL SIGNS MAY BE REQUIRED TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO BASED ON ACTUAL FIELD CONDITIONS. ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A GRADING PERMIT TO CALLING FOR THE INITIAL ON -SITE INSPECTION BY THE CITY OF DURHAM S&EC 9, BOTH ENGLISH AND SPANISH SHALL BE INSPECTOR AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND USED FOR THE SIGNS. SPANISH AS FOLLOWS: 'NO TRESPASSING/TREE PROTECTION AREA/PROHIBIDO SIGN EXISTING GRADE -I II' ENTRAR / ZONA PROTECTORA PARA LOS ARBOLES." TREE PROTECTION FENCE NTS PLAN STANDARD METAL POSTS 2'-0" IN GROUND GALVANIZED HARDWARE WIRE EXTENDS TO TOP OF BOX LIFTING 9xU� °ooCb O°•�°a@OC STRAPS J� \ ----------------------- # 57 WASHED STONE PLACED TO A HEIGHT OF 12"-18" MINIMUM ABOVE TOP OF BOX NOTES: ONCE CURB AND GUTTER ARE IN PLACE INSTALL SILTBAG OVER GRATE IN PLACE OF GRAVEL FILTER & FENCE STANDARD CATCH BASIN/YARD INLET PROTECTION PLAN SILT CURB BAG OVERFLOW GAP - CURB AND / GUTTER INLET CURB FILTER LOW PROFILE WITH GUTTER FOR SAFETY AND CURB APPEAL NTS RIPRAP OUTLET r AnTl 1rkl OUTLET ZONE - SECOND CHAMBER FIRST CHAMBER INLET ZONE - 15% OF - 25% OF - 25% OF 35% OF SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA BAFFLE SPACING DETAIL PLAN PROTECT WEIR WITH FILTER FABRIC AND RIPRAP 8'x6'x9" CLASS 'A' STONE RIPRAP APRON NOTES: 1, USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES. 2, EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING TO NCDENR SPECIFICATIONS. RETRIEVAL SKIMMER - �« ROPE SKIMMER DE 6' X 6' CLASS 'B' SKIMMER GRAVEL PAD CROSS SECTION - LINE WEIR WTH RIPRAP INLET FLOW NTS 9AFFLE - SEE 3AFFLE DETAIL TOP OF DAM FILTER FABRIC DITCH AND BURY FILTER WEIR LENGTH FABRIC EDGE (MIN. 12" OF FABRIC) MAINENANCE WEIR DETAIL 1. INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. 2. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT, IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. 3. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING. SKIMMER SEDIMENT BASIN NTS PLAN SILT FENCE TO 0r- ^ WIRE FENCE FLOW No. 57 STONE MAINTENANCE: 1. INSPECT ALL SILT FENCE OUTLETS AT LEAST ONCE PER WEEK AND FOLLOWING EACH RAIN EVENT. 2. REPAIR/REPLACE ANY DAMAGE THAT DOES NOT COMPLY WITH THIS DETAIL OR NCDEQ REQUIREMENTS. 3. REMOVE SEDIMENT WHEN IT COVERS HALF OF THE STONE OUTLET. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. 4. REPLACE ANY LOOSE OR MISPLACED STONE. SILT FENCE STONE OUTLET NTS PLAN 700 G/M2 COIR EROSION BLANKET OR COIR MESH BAFFLE ATTACHED TO POSTS WITH LENGTHS OF WIRE BAFFLE INSTALLATION NOTES 1. DRIVE STEEL FENCE POST AT LEAST 24" INTO SOLID GROUND 2. WOOD POSTS ARE NOT ACCEPTABLE 3. USE STAPLES 1' APART TO ATTACH FABRIC MAINTENANCE 1. INSPECT BAFFLES AT LEAST ONCE A WEEK OR AFTER ANY RAINFALL 2. REMOVE SEDIMENT WHEN THE POND REACHES HALF FULL. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. 3. TAKE ALL PRECAUTION TO MAINTAIN QUALITY OF BAFFLES. IF BAFFLES ARE DAMAGED, REMOVE AND REPLACE. BAFFLE DETAIL PLAN PULL ROPE ATTACHED TO THE SKIMMER BE ANCHORED TO THE SIDE OF THE BASIN FLEXIBLE JOINT - SKIMMER DETAIL PLAN \/GAIT Dior BAFFLE SHOULD BE 6" HIGHER VERT OF SPILLWAY. TOP OF SHOULD BE 2" LOWER THAN OF BERMS. SUPPORT WIRE FENCE AND NETTING BURIED IN TRENCH OR PINNED WITH 8" MATTING STAPLES 8" DEEP TRENCH, BACKFILLED AND COMPACTED N SECTION AT OPENING KE 1 DOOR PVC PIPE WITH HOLE. REF. SEDIMENT BASIN TABLES )AT NTS PIPE v^ 1. PVC PIPING SHALL 13L SCHLUULL 4U. 2. ATTACH PULL ROPE TO SKIMMER AND SECURE ON RISER/BERM FOR MAINTENANCE. 3. SEE SEDIMENT BASIN TABLE FOR SKIMMER SIZING. 4. CREATE A 6' X 6' CLASS B RIP RAP PAD OUTLET END - CONNECT TO ON BASIN FLOOR FOR SKIMMER TO REST ON. OUTLET PIPE OR RISER AS 5. CLEAN DEBRIS AND CONFIRM FUNCTIONALITY SHOWN ON PLAN AFTER EACH RAINFALL EVENT. HOOK SILT FENCE AS INDICATED ON PLANS in SF MAINTENANCE: 1, INSPECT ALL SILT FENCE OUTLETS AT LEAST ONCE PER WEEK AND FOLLOWING EACH RAIN EVENT, 2. REPAIR/REPLACE ANY DAMAGE THAT DOES NOT COMPLY WITH THIS DETAIL OR NCDEQ REQUIREMENTS. 3. REMOVE SEDIMENT WHEN IT COVERS HALF OF THE STONE OUTLET. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. 4. REPLACE ANY LOOSE OR MISPLACED STONE. J-HOOK SILT FENCE WITH STONE OUTLET PLAN PROVIDE STONE OUTLET PER DETAIL THIS SHEET SILT FENCE SF NTS STEWART 101 WEST MAIN ST. FIRM LICENSE #: C-1051 DURHAM, INC 27701 www.stewartinc.com T 919.380.8750 PROJECT #: L20017.02 Client: ASHCROFT PARTNERS, LLC 114 W. MAIN STREET CLAYTON, NC 27520 Consultants: SOIL & ENVIRONMENTAL CONSULTANTS, PA NORTH QUARTER OFFICE PARK RALEIGH, NC 27615 KIMLEY HORN 421 FAYETTEVILLE ST SUITE 600 RALEIGH, NC 27601 Applicant: HEARTH POINTE DEVELOPMENT 114 W. MAIN STREET CLAYTON, NC 27520 Seal: *;�4;y5�ti5CA11 t1111r+rrrfrr ,. c .tir I+ u E s� - =-+ti hl ' U Y • � 5��ti `A�rlkfj!!fll hl r11Ny lt► t� Project: ASHCROFT SECTION 2 - PHASES 1 & 4 Issued for: CONSTRUCTION DRAWINGS No. Date Description Title: EROSION CONTROL DETAILS I Project number: L20017.02 Sheet # Issued Date: 07.20.2021 Drawn by: ??? C4 10 NTS Approved by: ??? ■ 0 a 0 Lq N N N CD N N n3 4) 0 a L C 0 U c 0 w 0 CD CD N J O N 0 N U N HAND COMPACTED FILL OVER INLET DIVERSION BERM I I I-IIII4II-I'III M IN i--I==11 -111� III-III-III-11111111 HOLD-DOWN 3:1=IIIIIIII -III=III=III II STAKES i-III=1 I -III-III-III-I -II1=1I-II1=1I1=1I1=1I1= I-1 11=1 I I-1 11=1 I I-1 I I= -III-III-III-III-III- G,�`' l � I=1 � 1=III=III=III=III=1 I I- P-I-I I I=1 11 111 IIFIIIFIII 4Q-III-I 1= NQ�-III-III= INLET/DIVERSION . I -III -III- CORRUGATED 'n-III- = PLASTIC PIPE =III=III- =111I-1 1 1- STABILIZED OUTLET - - TOP OF 4' MIN - -IIIfill: DIVERSION BERM -III-III- III=III=III=III=III=III=III= 1=1 I I I I 11=1 11 III=111=111=111=III=III- II -I II- 1=III-III-III-III-III-tIII=1 P. -I 1 1-1 1 1-1 1 I-1 -- NATURAL GROUND Z III=III=III=III=III=III=III��{iIIII=III= -1 I I 1-III-III-III Illlllllllllllllllllllllllllllllllllllllllllllllilllllllllll III -III -III -III- III -III - - - - - - - - - - 4' MIN LEVEL I -I11-III-III-III-I III=III=III=III=III=III=III=III=III=III=III=III'. SECTION DIVERSION DITCH TEMPORARY SLOPE DRAIN PLAN SLOPE 2:1 MAX NATURAL GROUND OR FILL OR CUT SLOPES MAINTENANCE NOTES: ` 1. MACHINE COMPACTION OF ALL FILL IS REQUIRED. ALLOW AT 111 11 11 11 1 1 1 LEAST 10% SETTLEMENT FOR THE TOTAL FILL HEIGHT. DIVERSIONS SUFFICIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATER SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO INTO A CLEARING AND GRUBBING OF THE AREA. 2. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGE DURING CONSTRUCTION OPERATIONS. 3. DIVERSIONS SHALL BE SEEDED AND MULCHED IF THEY ARE REMAIN TO IN PLACED OVER 30 DAYS. 4. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS. REPAIR AS NECESSARY. III -I � I -I � I -III -III -I I I III -III -III III III NOTES: 1. POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. IF SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION. TRY NOT TO EXCEED 5% (HIGH VELOCITIES RESULT). MAXIML` D. A. = 5 ACRES WITHOUT SUPPORTING CALCS.. DIVERSIONS AT THE TOP OF SLOPES MUST EMPTY INTO APPROVED SLOPE DRAIN. BERM/DITCH IS MOST USED. 2' MIN ►I Illllll�lli_ z 3 -N-_. 1 _I i fill III111-11i_ 11=1 11=1 11=1 11=1 I i_ _ -11=III=III IFfill11-111 = I I -I I I -III -I 11111111111I =1-1 1 1--I- =111 1=111=III=111=1 -III-III-III-III-III-I -1-1-1-1-1 1- -III=III=III=III=III-� I-1 I I-1 I I-1 I I-1 I I-1 I I - TOP OF HAND COMPACTED FILL z FF Ln 01 _1 COMPACTED SOIL - 6' TYP. BERM DITCH 3:1 NTS FLOW 18" MIN. II_ FLOW II �1j1111���111,;,111- FLOW I I BERM/DITCH TEMPORARY DIVERSION BERM/DITCH DETAIL PLAN (30 CM) 2" � �\ �\ �\ •fit./i./i. i./i./i./i./i./i./i 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL, SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE RECP's. 3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM'*, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE RECP's. 5, FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED. 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. 8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. NOTE: • IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. NOTE: A CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED B A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. B. PROJECTED WATER LINE C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's. ROLLED EROSION CONTROL PRODUCT IN TRENCH PLAN NTS NTS PLAN VIEW 25' 25' MIN � CNN EXISTING PUBLIC AREA OF ROADWAY CONSTRUCTION 11- -ICI-ICI-'� z FILTER FABRIC z UNDER STONE CROSS SECTION N TYPICAL NOTES 1. STONE SHALL BE 2-3" WASHED COARSE AGGREGATE. PAD TO BE 501 X 25'W X 5"D AT A MINIMUM. 2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. 3. ENTRANCE(S) SHOULD BE LOCATED TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS. 4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. 5. SILT FENCE OR TREE PROTECTION FENCE SHALL BE USED TO LIMIT INGRESS AND EGRESS TO CONSTRUCTION ENTRANCE ONLY. 6. IF CONSTRUCTION ON SITE IS SUCH THAT MUD IS NOT REMOVED BY VEHICULAR TRAVEL OVER THE STONE, THE TIRES MUST BE WASHED PRIOR TO VEHICLES ENTERING THE PUBLIC ROADWAY. 7. IF CONSTRUCTION CONTINUES TO PULL MUD AND/OR DEBRIS ONTO THE PUBLIC THOROUGHFARE, THE GOVERNING AUTHORITY WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON(S) AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. CONSTRUCTION SPECIFICATIONS/MAINTENANCE 1. CLEAR THE ENTRANCE/EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE THE AREA. 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS AND SMOOTH IT, 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. 4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDREESSING WITH 2-INCH STONE. AFTER EACH RAINFALL EVENT, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL MATERIALS SPILLED, WASHED, OR TRACKED OFF THE CONSTRUCTION SITE OR ONTO PUBLIC ROADWAYS. CONSTRUCTION ENTRANCE/EXIT NTS PLAN 1. 5' - - - - - - - TOP ELEVATION OF STORMWATER 12" OF NCDOT #5 OR - - _ II Ill-1I i-- #57 WASHED STONE EXISTING SLOPE 7 CLASS B RIP -RAP - 4' TO 6' EXISTING SLOPES SIDE VIEW FRONT VIEW NOTES 1. HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. 2. KEY RIP RAP INTO THE DAM FOR STABILIZATION. 3. EXTEND STONE AT LEAST 15 BEYOND DITCH BANK. 4. REMOVE CHECK DAMS ONCE A PERMANENT STRAND OF GRASS HAS BEEN ESTABLISHED. CHECK DAM PLAN EY RIP -RAP INTO HE DITCH BANKS FABRIC 9" MIN. 2 MAX. 1 2' MAX. AT CENTER FILTER FABRIC EXISTING SLOPE STEP SEQUENCE MAINTENANCE NOTES: 1. INSPECT DAMS AND CHANNELS WEEKLY AND AFTER SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. BE SURE TO CLEAN OUT AN DEBRIS AND SEDIMENT THAT COULD CLOG THE CHANNEL WHEN NEEDED. 2. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 3. KEY RIP RAP INTO THE DAM FOR STABILIZATION. 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. 3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM' STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP's TYPE. 5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP's. ROLLED EROSION CONTROL PRODUCT ON SLOPE PLAN NTS 2' MIN NOTES: 1. INSTALL TIRE/VEHICLE WASHOUT PIT AT LOCATION SHOWN ON PLANS. 2. LINE PIT WITH IMPERVIOUS FABRIC OR POLYETHYLENE SHEET. ANCHOR FABRIC INTO GROUND OUTSIDE PIT AS SHOWN. 3. MAXIMUM WATER AND SEDIMENT DEPTH IS 12". PIT MUST BE EXCAVATED AND RE -LINED WHEN DEPTH OF SEDIMENT REACHES 12" OR COMBINED WATER/SEDIMENT DEPTH EXCEEDS 12" FOLLOWING WASHOUT OF CONCRETE TRUCK. 4. ALLOW WATER TO EVAPORATE COMPLETELY PRIOR TO EXCAVATING PIT, 5. WASHOUT PIT MAY BE LOCATED NO CLOSER THAN 50' TO DRAINS, INLETS, OR SURFACE WATERS. 6. AT COMPLETION OF PROJECT, WASHOUT AREA TO BE BACKFILLED AND GRADED TO BE LEVEL WITH EXISTING GRADE. BELOW GRADE CONCRETE/VEHICLE WASHOUT PIT NTS PLAN CLASS 1 RIPRAP (SEE SECTION THRU BASIN BELOW) 3 F4 OW \\\ INVERT SLOW PIPE /Mfg//////lllllllllllll% STORAGE AREA 5# WASHED STONE // \\ (1' THx3' HIGH MIN) F I PERSPECTIVE VIEW NOTE GRAVEL & RIP RAP FILTER BERM BASIN NOTE DETAIL IS DESIGNED TO PROTECT DIMENSIONS ARE MINIMUM ACCEPTABLE EXISTING PIPE INVERTS THAT DRAIN 10 UNLESS OTHERWISE NOTED. ACRES OR LESS, FLOOD STORAGE ZONE SEDIMENT STORAGE AREA AREAS TO BE PIPE INVERT DISTURBED 1 2'� NATURAL \ F�Ow "0 FLOW ► GROUND II-.,1 `n FILTER FABRIC MAINTENANCE 1. INSPECT HORSESHOE BASIN FOLLOWING EACH CLASS 1 RIPRAP RAIN EVENT. #57 WASHED STONE 2, INSURE DESIGN DIMENSIONS ARE ALL MAINTAINED MAX SEDIMENT DEPTH 3, REMOVE SEDIMENT ACCUMULATIONS DEEPER THAN 6" (CLEAN OUT POINT) SECTION THROUGH BASIN, FILTER AND CULVERT PIPE INLET PROTECTION - HORSESHOE BASIN NTS PLAN GEOTEXTILE FOR � v v' v`vl'.1L1„ vv" 11•v` V • V•'- DRAINAGE NOTES USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL STONE. PROVIDE STABILIZED OUTLET TO STREAM BANK. WOOD PALLETS MAY BE USED IN LIEU OF STONE AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE SPECIAL STILLING BASIN ABOVE NATURAL GROUND. NOT TO SCALE NTSSTILLING BASIN /SILT BAG DETAIL STEWART 101 WEST MAIN ST. FIRM LICENSE #: C-1051 DURHAM, NC 27701 www.stewartinc.com T 919.380.8750 PROJECT #: L20017.02 Client: ASHCROFT PARTNERS, LLC 114 W. MAIN STREET CLAYTON, NC 27520 Consultants: SOIL & ENVIRONMENTAL CONSULTANTS, PA NORTH QUARTER OFFICE PARK RALEIGH, NC 27615 KIMLEY HORN 421 FAYETTEVILLE ST SUITE 600 RALEIGH, NC 27601 Applicant: HEARTH POINTE DEVELOPMENT 114 W. MAIN STREET CLAYTON, NC 27520 Seal: y�*till � ...:4 , oo frrr - F U tI 131 rrr%ir1ff7111l la rir H541tt11 Project: ASHCROFT SECTION 2 - PHASES 1 & 4 Issued for: CONSTRUCTION DRAWINGS No. Date Description 11I iM EROSION CONTROL DETAILS II Project number: L20017.02 Sheet #: Issued Date: 07.20.2021 Drawn by: ??? C4.1 1 Approved by: ??? 0 CD N N N 0 N N 0 a C 0 U c 0 0 w CD 0. GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCGOl CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Stabilize within this Site Area Description many calendar Timeframe variations days after ceasing land disturbance (a) Perimeter dikes, swales, ditches, and 7 None perimeter slopes (b) High Quality Water 7 None (HQW) Zones (c) Slopes steeper than If slopes are 10' or less in length and are 3:1 7 not steeper than 2:1, 14 days are allowed -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, (d) Slopes 3:1 to 4:1 10 ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed -7 days for perimeter dikes, swales, (e) Areas with slopes ditches, perimeter slopes and HQW Zones flatter than 4:1 10 -10 days for Falls Lake Watershed unless there is zero slope Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: Temporary Stabilization Permanent Stabilization • Temporary grass seed covered with straw or • Permanent grass seed covered with straw or other mulches and tackifiers other mulches and tackifiers • Hydroseeding • Geotextile fabrics such as permanent soil • Rolled erosion control products with or reinforcement matting without temporary grass seed • Hydroseeding • Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered • Plastic sheeting with mulch • Uniform and evenly distributed ground cover sufficient to restrain erosion • Structural methods such as concrete, asphalt or retaining walls • Rolled erosion control products with grass seed POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4. Provide ponding area for containment of treated Stormwater before discharging offsite. 5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by secondary containment structures. EQUIPMENT AND VEHICLE MAINTENANCE 1. Maintain vehicles and equipment to prevent discharge of fluids. 2. Provide drip pans under any stored equipment. 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5. Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1. Never bury or burn waste. Place litter and debris in approved waste containers. 2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6. Anchor all lightweight items in waste containers during times of high winds. 7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8. Dispose waste off -site at an approved disposal facility. 9. On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3. Contain liquid wastes in a controlled area. 4. Containment must be labeled, sized and placed appropriately for the needs of site. 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. EARTHEN STOCKPILE MANAGEMENT 1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER HIGH COH LOW SANDBAGS (TYP.) SOIL OR STAPLES 10 MIL SILT FENCE 1:1 PLASTIC SANDBAGS (TYP.) SIDE SLOPE LINING OR STAPLES (TYP.) Z X Q CLEARLY MARKED SIGNAGE SECTION A -A CONCRETE NOTING DEVICE (18"X24" MIN.) WASHOUT NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. BELOW GRADE WASHOUT STRUCTURE NOT TO SCALE 10, MIN ESIVE & B FILTRATION BERM Oa a0 0 0 0 0 �: _ 0 0 0 °' B- B SANDBAGS (TYP.) OR STAPLES CLEARLY MARKED SIGNAGE CONCRETE NOTING DEVICE (18"X24" MIN.) WASHOUT PLAN 10 MIL PLASTIC LINING -1:1 SIDE SLOPE I (TYP.) I SECTION B-B SANDBAGS (TYP.) OR STAPLES HIGH COHESIVE & LOW FILTRATION SOIL BERM NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4. Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. HERBICIDES, PESTICIDES AND RODENTICIDES 1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite. HAZARDOUS AND TOXIC WASTE 1. Create designated hazardous waste collection areas on -site. 2. Place hazardous waste containers under cover or in secondary containment. 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground. NCGO I GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 STEWART 101 WEST MAIN ST. FIRM LICENSE #: C-1051 DURHAM, NC 27701 www.stewartinc.com T 919.380.8750 PROJECT #: L20017.02 Client: ASHCROFT PARTNERS, LLC 114 W. MAIN STREET CLAYTON, NC 27520 Consultants: SOIL & ENVIRONMENTAL CONSULTANTS, PA NORTH QUARTER OFFICE PARK RALEIGH, NC 27615 KIMLEY HORN 421 FAYETTEVILLE ST SUITE 600 RALEIGH, NC 27601 Applicant: HEARTH POINTE DEVELOPMENT 114 W. MAIN STREET CLAYTON, NC 27520 Seal: Project: ASHCROFT SECTION 2 - PHASES 1 & 4 Issued for: CONSTRUCTION DRAWINGS No. Date Description Title: EROSION CONTROL DETAILS III Project number: L20017.02 Sheet #: Issued Date: 07.20.2021 Drawn by: ??? C4.12 Approved by: ??? O 0 N N N 0 N N 0 a C 0 U c 0 0 w 0 0. 0 0 N J i 0 N 0 N N U N PART III PART III PART III STEWART 101 SELF -INSPECTION, RECORDKEEPING AND REPORTING SELF -INSPECTION, RECORDKEEPING AND REPORTING DURHA ,NC277T MAIN 1 FIRM LICENSE#:G1051 SELF -INSPECTION, RECORDKEEPING AND REPORTING DURHAM, NC27701 www.stewartinc.com T 919.380.8750 PROJECT #: L20017.02 SECTION A: SELF -INSPECTION Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. Frequency Inspect (during normal Inspection records must include: business hours) (1) Rain gauge Daily Daily rainfall amounts. maintained in If no daily rain gauge observations are made during weekend or good working holiday periods, and no individual -day rainfall information is order available, record the cumulative rain measurement for those un- attended days (and this will determine if a site inspection is needed). Days on which no rainfall occurred shall be recorded as "zero." The permittee may use another rain -monitoring device approved by the Division. (2) E&SC At least once per 1. Identification of the measures inspected, Measures 7 calendar days 2. Date and time of the inspection, and within 24 3. Name of the person performing the inspection, hours of a rain 4. Indication of whether the measures were operating event > 1.0 inch in properly, 24 hours 5. Description of maintenance needs for the measure, 6. Description, evidence, and date of corrective actions taken. (3) Stormwater At least once per 1. Identification of the discharge outfalls inspected, discharge 7 calendar days 2. Date and time of the inspection, outfalls (SDOs) and within 24 3. Name of the person performing the inspection, hours of a rain 4. Evidence of indicators of stormwater pollution such as oil event > 1.0 inch in sheen, floating or suspended solids or discoloration, 24 hours 5. Indication of visible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. (4) Perimeter of At least once per If visible sedimentation is found outside site limits, then a record site 7 calendar days of the following shall be made: and within 24 1. Actions taken to clean up or stabilize the sediment that has left hours of a rain the site limits, event > 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and 24 hours 3. An explanation as to the actions taken to control future releases. (5) Streams or At least once per If the stream or wetland has increased visible sedimentation or a wetlands onsite 7 calendar days stream has visible increased turbidity from the construction or offsite and within 24 activity, then a record of the following shall be made: (where hours of a rain 1. Description, evidence and date of corrective actions taken, and accessible) event > 1.0 inch in 2. Records of the required reports to the appropriate Division 24 hours Regional Office per Part III, Section C, Item (2)(a) of this permit. (6) Ground After each phase 1. The phase of grading (installation of perimeter E&SC stabilization of grading measures, clearing and grubbing, installation of storm measures drainage facilities, completion of all land -disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabilization measures have been provided within the required timeframe or an assurance that they will be provided as soon as possible. SECTION B: RECORDKEEPING 1. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. Item to Document Documentation Requirements (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy and does not significantly deviate from the of the approved E&SC plan or complete, date locations, dimensions and relative elevations and sign an inspection report that lists each shown on the approved E&SC plan. E&SC measure shown on the approved E&SC plan. This documentation is required upon the initial installation of the E&SC measures or if the E&SC measures are modified after initial installation. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC plan or complete, date and sign an inspection report to indicate completion of the construction phase. (c) Ground cover is located and installed Initial and date a copy of the approved E&SC in accordance with the approved E&SC plan or complete, date and sign an inspection plan. report to indicate compliance with approved ground cover specifications. (d) The maintenance and repair Complete, date and sign an inspection report. requirements for all E&SC measures have been performed. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC to E&SC measures. plan or complete, date and sign an inspection report to indicate the completion of the corrective action. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that make this requirement not practical: (a) This General Permit as well as the Certificate of Coverage, after it is received. (b) Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records. 3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. SECTION C: REPORTING 1. Occurrences that Must be Reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) Oil spills if: • They are 25 gallons or more, • They are less than 25 gallons but cannot be cleaned up within 24 hours, • They cause sheen on surface waters (regardless of volume), or • They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (d) Anticipated bypasses and unanticipated bypasses. (e) Noncompliance with the conditions of this permit that may endanger health or the environment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368. Occurrence Reporting Timeframes (After Discovery) and Other Requirements (a) Visible sediment • Within 24 hours, an oral or electronic notification. deposition in a • Within 7 calendar days, a report that contains a description of the stream or wetland sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a case -by -case basis. • If the stream is named on the NC 303(d) list as impaired for sediment - related causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. (b) Oil spills and • Within 24 hours, an oral or electronic notification. The notification release of shall include information about the date, time, nature, volume and hazardous location of the spill or release. substances per Item 1(b)-(c) above (c) Anticipated • A report at least ten days before the date of the bypass, if possible. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and 122.41(m)(3)] effect of the bypass. (d) Unanticipated • Within 24 hours, an oral or electronic notification. bypasses [40 CFR • Within 7 calendar days, a report that includes an evaluation of the 122.41(m)(3)] quality and effect of the bypass. (e) Noncompliance • Within 24 hours, an oral or electronic notification. with the conditions . Within 7 calendar days, a report that contains a description of the of this permit that noncompliance, and its causes; the period of noncompliance, may endanger including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to environment[40 continue; and steps taken or planned to reduce, eliminate, and CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6). • Division staff may waive the requirement for a written report on a case -by -case basis. NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 Client: ASHCROFT PARTNERS, LLC 114 W. MAIN STREET CLAYTON, NC 27520 Consultants: SOIL & ENVIRONMENTAL CONSULTANTS, PA NORTH QUARTER OFFICE PARK RALEIGH, NC 27615 KIMLEY HORN 421 FAYETTEVILLE ST SUITE 600 RALEIGH, NC 27601 Applicant: HEARTH POINTE DEVELOPMENT 114 W. MAIN STREET CLAYTON, NC 27520 Seal: Project: ASHCROFT SECTION 2 - PHASES 1 & 4 Issued for: CONSTRUCTION DRAWINGS No. Date Description Title: EROSION CONTROL DETAILS IV Project number: L20017.02 Issued Date: 07.20.2021 Drawn by: ??? Approved by: ??? Sheet #: C4.13 O