SW8210310_Approved Plans_20211122

SITE DATA TABLE
SITE DEVELOPMENT PLAN DEVELOPMENT NOTES:
1, PENDER COUNTY PARCEL NO.: PIN 3261-94-1698-0000
2. TOTAL TRACT AREA: 3,246,149 SF = 74.52 AC.±
FOR3. ZONING: PLANNED DEVELOPMENT (PD)
4. LAND CLASSIFICATION: VACANT
S ILO RIDGE 5. THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD HAZARD ZONE PER FEMA FLOOD INSURANCE
RATE MAP #3720327100J, EFFECTIVE DATE 2/16/2007
6. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS OR IS UNDER CAMA JURISDICTION.
7. THIS PROPERTY DOES CONTAIN 404 FEDERAL WETLANDS WHICH HAVE BEEN APPROVED BY THE USACOE.
GENERAL NOTES:
PENDER COUNTY NORTH CAROLINA 1. OWNERSHIP REFERENCE:
SIDBURY DEVELOPMENT I, LLC
/ D.B. 4724 P,G 428
2. PROPERTY IS LOCATED IN PENDER COUNTY AND IS ZONED PLANNED DEVELOPMENT (PD).
MARCH 2021 3. A HOME OWNERS ASSOCIATION WILL BE FORMED TO GUARANTEE CONTINUAL MAINTENANCE OF THE COMMON AREAS
AND OPEN SPACE.
4. ALL INTERIOR ROADWAYS TO BE PRIVATE AND BUILT TO NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS.
1 5. INTERIOR ROADWAYS ARE TO BE PRIVATE TO BE OWNED AND MAINTAINED BY THE HOA.
6. A HOME OWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF ANY LOTS AND MEMBERSHIP WILL BE
V I C I N I TY I'v' /\ P _ AUTOMATIC UPON PURCHASE.
i , 7, THE DEVELOPERS HAVE THE SOLE RIGHT TO MODIFY THIS MASTER PLAN IN ACCORDANCE WITH MARKET CONDITIONS
OR OTHER CONDITIONS WHICH INDICATE A CHANGE IS DESIRED OR REQUIRED. ANY AND ALL CHANGES MUST BE
rg21-t.t.-rr, 0 IIIREVIEWED BY THE PLANNING DEPARTMENT AND IN SOME INSTANCES MAY REQUIRE PLANNING BOARD APPROVAL.
011 8. BUFFERS WILL BE PROVIDED PER CURRENT PENDER COUNTY ZONING ORDINANCE.
..,�,> ..„,„.,...... ..** 9. WETLANDS IMPACTED WILL BE MITIGATED IN ACCORDANCE WITH ANY REQUIREMENTS OF APPLICABLE STATE AND
FEDERAL PERMITS.
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= Sit � 10. ALL LOTS SHALL MEET CURRENT PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE REGULATIONS.
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11. IT IS THE INTENT FOR THIS DEVELOPMENT TO INCLUDE A POOL FACILITY AND SIDEWALKS WITHIN THE DEVELOPMENT
AS SHOWN ON THE SITE PLAN.
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SINGLE FAMILY DEVELOPMENT STANDARDS:
_ co lbw it r' Mi MINIMUM LOT DIMENSIONS: PROPOSED B IL BUILDINGSETBACKS:
I ----- U D
MAX USABLE LOT AREA (%) 95% REAR - 20'
C '� � _ AREA IN (S.F) 5,000 SF FRONT - 15'
.111111
�y MIN LOT WIDTH (FT) 40' SIDE ZERO LOT LINE
y v-11 `Z` „ Igo �,rr!'-�!'++ MIN CHORD AT ROW (CUL-DE-SAC) 30' (10' MAINTENANCE EASEMENT BETWEEN STRUCTURES,
S/ p �� 1 - 1 ) 0 0 0 IM MAX BLDG.. HT, (FT) 38' STRUCTURES TO BE A MINIMUM OF 5' FROM SIDE PROPERTY
O<9 _
(./ 1111M1111 =�------- _ ....,...�� MA LINE)
CORNER - 10'
/PO /Sr'Oils CANY AROL NRIPAHERAE PROPER LINE STRUCTURES - AS PER NORTH
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ROAD SINGLE FAMILY ATTACHED DEVELOPMENT STANDARDS:
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MINIMUM LOT DIMENSIONS: PROPOSED BUILDING SETBACKS:
AREA IN (S.F) 1,000 SF FRONT - 15'
. � 3Th
CO77 MAX USABLE LOT AREA (%) 100% REAR - 20'
\� 0,0 S MIN LOT WIDTH (FT) 24' SIDE* - ZERO LOT LINE
,�O'//� / MAX BLDG.. HT. (FT) 38' (10' MAINTENANCE EASEMENT BETWEEN STRUCTURES)
,qo CORNER - 10'
ANY PERIPHERAL PROPERTY LINE STRUCTURES - AS PER
C. REQUIRED OPEN SPACE: NORTH CAROLINA STATE BUILDING CODE
316 LOTS * 0.03 AC/LOT = 9.48 AC± *TWO ATTACHED SINGLE FAMILY UNITS LOCATED ON ONE OR TWO
LOTS THAT SHARE A COMMON WALL ALONG THE LOT LINE
PROVIDED OPEN SPACE
26.77 AC± TOTAL OPEN SPACE PROVIDED
DEVELOPER/PURCHASER INDEX OF SHEETS NOTE: PROPOSED OPENSPACE/RECREATION SPACE
AREAS ARE NOT FOR BUILDING OR STRUCTURAL
-" DEVELOPMENT & ARE SUBJECT TO CHANGE
SHT C-0 COVER SHEET TRIP GENEIRATION: DEVELOPMENT DATA:
SI D B U RY D EVE LO PM E NT I LLC SHT C- 1 GENERAL NOTES 175 SINGLE FAMILY HOMES & 141 TOWNHOME UNITS**:vl CI N I TY MAP / 2,494 - TOTAL DAILY TRIPS TOTAL TRACT AREA = 74.52 AC
193 - AM PEAK HOUR WETLAND ACREAGE = 9.72 AC
( N IS ) 6626-C GORDON ROAD SHT C-2. 1 -C-2.4 EXISTING CONDITIONS 250 - PM PEAK HOUR RIGHT OF WAY ACREAGE = 10.81 AC
*PER ITE TRIP GENERATION MANUAL 8TH EDITION, ITE CODE 210 OPEN SPACE ACREAGE = 9.48 AC
W I LM I N G TO N, NC 28411 SHT C-3. 1 -C-3.4 SITE PLAN **PER ITE TRIP GENERATION MANUAL 8TH EDITION, ITE CODE 230 ACTIVE = 4.74 AC
DEVELOPMENT DATA: PASSIVE = 4.74 AC
LEGEND PHONE: (910) 799-3006 SHT C-4. 1 -C-4.4 UTILITY PLAN TOTAL UNITS = 316
49.26 DEVELOPABLE LAND = AC
TOTAL TRACT AREA = 3,246,149 SF = 74.52 AC.± NET DENSITY = 6.42 UNITS AC
SHT C-5. 1 -C-5.4 GRADING, DRAINAGE & E&SC PLAN AVERAGE LOT SIZE - 7,312 SF UNITS/AC
EXISTING PROPOSED SHT C-6. 1 -C-6.3 WET DETENTION BASIN DETAILS AREA OF RLOTS/OF WAY
- ,,36 SF 8 SF1 = 3AC±.34 AC±
AREA OF RIGHT OF WAY - 470,736 SF = 10.81 AC±
TOTAL PROPOSED ROAD LENGTH - 11,637 L.F.±
1' CONTOUR INTERVAL -_- - SHT C-7 STANDARD DETAILS
PROPOSED BUA (IMPERVIOUS SURFACES)
5' CONTOUR INTERVAL - �-' `- SHT C-8 STANDARD DETAILS LOTS (SINGLE FAMILY) - 525,000 S.F.
PROPERTY LINE BUILDINGS (TOWNHOMES) - 184,975 S.F.
SHT C-9 STANDARD DETAILS IMPERVIOUS DRIVEWAYS (TOWNHOMES) - 66,488 S.F.
ROADWAY CENTERLINE -__._ IMPERVIOUS PAVEMENT - 314,458 S.F.
IMPERVIOUS -
43,428 S.F.
RIGHT OF WAY LIMITS ----- "-- PREPARED BY: SHT C- 10 STANDARD DETAILS AMENITIES &C PUMP ESTATION - 25,000 S.F.
TOTAL - 1,159,349 S.F. (35.7%)
EASEMENT LINE - - - -
CURB & GUTTER - -
UTILITY
TOTAL - 316 UNITS Q 190 GPD/UNIT * 2.5 P.F. = 150,100 GPD
SANITARY SEWER FACILITIES - - --sse - --ss- '5�'-" � i,►p•
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STORM SEWER FACILITIES �' - `' GSP N LT I N P L L 1, ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE PENDER DEVELOPMENT NOTES: AUG ?•1 2021
WATERLINE - - -w- - -w- w w COUNTY UNIFIED DEVELOPMENT ORDINANCE. BY;
FIRE HYDRANT ASSEMBLY CI4'4 IF"- ENGINEERING 2. PROJECT SHALL COMPLY WITH ALL CITY, STATE & FEDERAL
WATERWAYS • • �- •°°�--- •°• -® N/A 6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718 REGULATIONS.
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000 o00000PROPOSED
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XJRTH CAROLINA ENVIRONMENTAL AL 9�°o 0
PROPOSED LOT AND S.F. 5,000 s.f.
OPEN SPACE LABEL 0 STREET SIGN CH MANAGEMENT COMMISSION o °° 031315
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OPEN SPACE 3e 0 �131U c°°°,NGINE,°° o°°
////�j 404 WETLANDS o °
BUILDING SET BACKS - - - - �1,� li' ak °°o°�RY S. PPo°°°
NOTE: Oa°72 °/261
FLOW DIRECTION ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE PENDER
PRIVATE SANITARY SET BACKS - - COUNTY UNIFIED DEVELOPMENT ORDINANCE & THE STATE OF NORTH CAROLINA
PROJECT NAME: SILO RIDGE
GSP CONSULTING PROJECT#: 2020-0005

COORDINATION NOTES MAINTENANCE PLAN GENERAL GRADING NOTES
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES 1 . GROUND STABILIZATION
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
PLANS. ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
2. ALL WORK IS TO BE IN ACCORDANCE WITH PENDER COUNTY AND THE STATE OF NORTH CAROLINA. PRACTICES AS DESIGNED. SITE AREA STABILIZATION STABILIZATION TIME
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE DESCRIPTION TIME FRAME FRAME EXCEPTIONS
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN THE STREET WILL BE IMMEDIATELY REMOVED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE PERIMETER
IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY DIKES, SWALES,
A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. 7 DAYS NONE
AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS DITCHES AND
4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC... SLOPES
NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY WITH 8 FOOT STAKE SPACING. 2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE HIGH QUALITY
GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED WATER (HOW) 7 DAYS NONE
INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. ZONES
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE 3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE ARE 10' OR
WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN IF SLOPES
SLOPES STEEPER LESS LENGTH 10' ARE
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, THAN 3:1 7 DAYS NOT STEEPER THAN 2:1,
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS 14DAYS ARE ALLOWED.
GENERAL NOTES: ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
1. EXISTING TOPOGRAPHY, BOUNDARY AND UTILITIES, HAVE BEEN PREPARED BY A FIELD SURVEY BY DENSE VEGETATIVE COVER. CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST SLOPES 3:1 OR 7-DAYS FOR SLOPES
ATLANTIC COAST SURVEY, PLLC (P-0822) AND OTHER AVAILABLE INFORMATION. EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON FLATTER 14 DAYS GREATER THAN
6. INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT. 50 FEET IN LENGTH
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, AREAS NONE (EXCEPT FOR
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL DEPTH OF THE TRAP. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE WITH ALL OTHER SLOPES 14 DAYS PERIMETERS AND HOW
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE OR BURNED IF PROPER PERMITS
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN ARE RECEIVED. FLATTER THAN 4:1 ZONES)
DOES NOT HOLD DOWN THE SKIMMER. PLACE THE SEDIMENT THAT IS REMOVED IN THE DISPOSAL
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING AREA, AND REPLACE THE PART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT, SITE NOTES
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING 2. BUILDING WASTES HANDLING
ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE 1. NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS.
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE AND REMOVE THE DEBRIS. RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
CABLES, WATER LINES, ETC...
HEREON BEFORE BEGINNING CONSTRUCTION. 2. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND 2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. ALTERNATIVES AVAILABLE.AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC 3. EARTHEN-MATERIALS STOCKPILES MUST BE LOCATED 50' FROM STORM
OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. 4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN 4. CONCRETE MATERIALS MUST BE CONTROU.ED TO AVOID CONTACT WITH SURFACE
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS AFTER ALL DEIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. WATERS, WETLANDS, OR BUFFERS.
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. AREAS, AND STABILIZE PROPERLY. 3. INSPECTIONS
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND 7. INSPECT EXCELSIOR MATTING AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" GREATER) RAINFALL EVENT REPAIR IMMEDIATELY. GOOD CONTACT WITH THE GROUND MUST BE OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 1. SAME WEEKLY INSPECTION REQUIREMENTS.
BY THE DOT. MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE MATTING. ANY AREAS OF THE MATTING THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE 7, THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
REPAIRED AND STAPLED. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE
BROOM CLEAN AT ALL TIMES. 2. SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE. MATTINGLEM SHALL S FIXED AND TE GROUNDOCOD AREA PROTECTED. MONITOR AND REPAIR THE 8. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE
MATTING AS NECESSARY UNTIL COVER IS ESTABLISHED. 3. INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS".
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF 7. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE 4. INSPECTION REPORTS MUST BE AVAILABLE ONSITE DURING BUSINESS HOURS UNLESS
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. REPAIRS IMMEDIATELY. EVENT REPAIR IMMEDIATELY. GOOD CONTACT WITH THE GROUND MUST TRANSMITTAL LETTER TO THE ENGINEER. A SITE-SPECIFC EXEMPTION IS APPROVED.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 1 [phone] AND ALLOW BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE 5. RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE BE MADE WITHOUT THE PERMISSION OF THE OWNER. 6. ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO CONDITIONS.
AVOID DAMAGING THE BAFFLES DURING CLEANOUT, SEDIMENT DEPTH SHOULD NEVER EXCEED 10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LIMITS OF DEMOLITION AS SHOWN ON PLAN. HALF THE DESIGNED STORAGE DEPTH. LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO 4. SEDIMENT BASINS,
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR 1. OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS DRAINAGE
DEMOLITION NOTES STABILIZE IT. FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO AREA IS LESS THAN tA(:RE,
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" 2. USE ONLY DWQ-APPRO\QED FLOCCULENTS.
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE STABILIZATION NOTES TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
1, ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY
NPDES - SPECIFIC PLAN SHEETS NOTES
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION PHASE OF ACTIVITY AND SLOPES WITHIN 21 CALENDAR DAYS. 11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE 12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND 1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. PERMANENT SEEDING SCHEDULE - MIXTURE 5C P APPLICABLE STATE, COUNTY, AND LOCAL CODES. NCG010000.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE 13, FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 2. THIS PAGE CAN 8E APPROVED BY THE COUNTY PURSUANT TO NPDES GENERALDISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND SPECIES RATE (LB/ACRE)
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STORMWATER PERMIT NCG010000 ONLY.
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE CENTIPEDE GRASS 10-20 14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND OF CURB UNLESS OTHERWISE NOTED.
3. THIS PAGE OF THE APPROVED PLANSIS ENFORCEABLE EXCLUSIVELY PURSUANT TO
AS SHOWN ON THESE PLANS. Seeding Dates NPDES GENERAL STORM'WA'I'ER.PERMIT NCG010000.
MARCH - JUNE 15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES EQUIPMENT, ETC., THAT MAY BE REQUIRED. 4. THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO Soil Amendments 16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS NOT A PART OF THE APPROVED PLANS FOR THE PURPOSES OF ENFORCEMENT ACTION
OWNER. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. UNDER THE COUNTY CODE.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE 10-10-10 FERTILIZER.
OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE Mulch GENERAL STORM SEWER NOTES
CONTRACTOR. DO NOT MULCH. 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PENDER COUNTY
AND THE STATE OF NORTH CAROLINA REQUIREMENTS AS SPECIFIED ON THE
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION Maintenance
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. 2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS,
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. PROJECT SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS.
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES 3. ALL STORM SEWER PIPES ON PRIVATE PROPERTY TO BE HDPE ADS N-12 OR
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE EQUIVALENT, UNLESS OTHERWISE SPECIFIED. ALL STORM SEWER PIPES LOCATED WITHIN
RESPECTIVE COMPANIES. TEMPORARY SEEDING-LATE WINTER/EARLY SPRING THE PUBLIC ROW TO BE RCP CLASS III.
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE 4. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED
CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
DEMOLISHED. PLANS.
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL WINTER AND EARLY SPRING
REGULATIONS AS WELL AS OSHA REGULATIONS.
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE SPECIES RATE (LB/ACRE) EXISTING UTILITY NOTES
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING Rye (GRAIN) 120
TEST PITS BY HAND. *ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
AND COASTAL PLAIN, KOREAN IN MOUNTAINS) LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
*OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND FIELD PRIOR TO GROUND BREAKING.
BEYOND JUNE. 2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
EROSION AND SEDIMENT CONTROL NOTES GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
SUMMER TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
GENERAL NOTES: TO THE OWNER'S FEPRESENTATIVE IMMEDIATELY,
SPECIES RATE (LB/ACRE)
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA GERMAN MILLET 40 UTILITY CONTACTS:
WITHIN DESIGNATED CLEARING LIMITS. 1. CONTACT
2. PLANT GRASS OVER ALL GRADED AREAS AS SHOWN IN THE TABLE ON THIS SHEET OF CEASE OF
FALL $OO 632 49 NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
ANY GRADING ACTIVITY.
SPECIES RATE (LB/ACRE) NOTICE REQUIRED
3• CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION RYE (GRAIN) 120
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION Seeding dates CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
AND APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY. COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORETHAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
5, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL APRIL 15 - AUG. 15 - SUMMER
APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY. AUG. 15 - DEC. 30 - FALL CONTACT "CAROLINA ONE CALL"AT
1-800-632-4949
6, ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED MINE OR SOH amendments
OTHER APPROVED SOURCE. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL EMERGENCY DIAL 91 1 POLICE-FIRE-RESCUE
7, ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED MINE OR LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
OTHER APPROVED SOURCE.
Mulch ��,,®®
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A ,r�►oose00VeRo e o
oeMULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS •••0, °'O C/Ni,
A MULCH ANCHORING TOOL. o• ?°Q�0 -yle�es
Maintenance a o SEAL o
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH a 031315 s
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. ° n
ees oo°oO I �� o° •+•o
o°
A o
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e RRY S PP
0�e% 72b®2f
No. Revision Date By Designer Scale PREPARED FOR: P N
GSP G S C O S ULT I N GP L L
� Sheet No.
Drawn By Date SILO RIDGE GENERAL NOTES SIDBU DEVELOPMENT I LLC
GSP March 2021 6626-6-C GORDON ROAD ENGINEERING C-i
License# Job No.
WILMINGTON, NC 28411 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
P-0718 2020-0005 Topsail Township Pender County North Carolina 910-799-3006

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2 1
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'/x 38.57
x 36.89 x 36 68 x 35.92 x / x 34.82 x 36.92 x 3g,6 1 x 3 x 37.51 / x 37 4
// / 36.95 x;�5�// / 34.60 34.75 I \ x 36.89 x JN2 - - - - - x 36.82 x x 36.36 x 3t/,31 3, 1 x 38.34 x 38 2 / x 36.59 I /
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/ / / - "� x 36.16 x 34.49 x 34J0 x 36.55 36.9E x
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x36.53 36A9 x_ °° 1 x / / x x34.98 x36.82 / x '63 GRESS EASEMENT
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/ i135.93 x35.63 x34.67 / /a x37. / 37.g7 \
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se}5.98 x 36.15 \„ / / / fia
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\ 5,85 \ x34. I 5,7 // / •13 x35,79 / x36.19 x37.52 x37,59 x38,59 38,09 1' 37.9., s6.95 x37,2 -
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fV x 36.00 x 35.69 // / // / x 36.31 \ x 35.95 x 36.38 / s� x \ -
/ 37.97 x 38.73 ...28
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1 ��yI .38.50 x38,83 x710 _ x73
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x 37.27I 38.99 /
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x i2333.3 / / x}"'�,251 x 36.3D x J6.26 xJg,92 x 38.6E 37.28
38.27
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x 31.62 x 37.35
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x 36.53 / x839.38 .73
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x 36.62 x 3 I 1"/ / / x 35.97 x 36.48 x 36,t5 x 36.15 x x x 37.84 38, x 39,11 \ _ _
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I x 36,84 CO x 35.60 x x 36.44 x 36.12 x 36.49 x 36.6E x 37.34 \ /R 3 93 N. 38.54 I / x 39.44I. \
x 36.25 \ x 35.8E x 35.62 / 'Ns \ ` x 36.4E x 36.00 x 36.12 36.97 x 37.3E j�l / / - ,- _ x 38.28 / • g\ x 3 \
1.05 x 36.22 �! x 35.53 x 33,28 / / x 39,38 x x 3g.4I
x 36.E x 37.20 x}9.74 39.51 x 39.00 x 38.58 N
x 36.6E x 35.02 x .21 x 36.49 N / \ I / x 37.23
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x 36.50 \ x 35.61 Ix x 36.57 x 36.49 / x 31.53 x 37.✓4 / x 39.29 \ x 38.4\ x 38.'• '39.93 N.
\ x 36.30 x J5,90 x 7� x 36.01 x 37,02 x 37.37 x 39.45 x 39,50 x 39.36 x 38.34 x 3y.39
x 37.28 x35,52 7�J7 �x12.62 / x36.50 ..../ x37,32 x38.07 ` .39.9E x39.69 x / f4/0.50 1 \
x 36.40 \ i - x 35.14 (/ x 34.68 x 75 x 36,63 / x 37.56x 37.3 x 39.64 x 39.55 x 39.68 x J9.15 x 38.93 38.73 x 38,27 (.4
x 40.88x 38.87 \x}8
x 3�e14 x36,65 .36.2E �L.JSAY x}, / Ix x I I
x 40.55
3 38.37 x 38.93 / 39.50 x-0.18 x 39.81
\ 36.69 x 36.27 x 36.98 / x 7.72 37.5E x 39.31 x 39.25 9,49
\ x 36.34 x 36.20 \ x 35.96 / / 4 44 / x 36.91 x 36.62 x38 42 / / x 37.04 x 37.87 x 38.03 x x 39.3E x 39.01 x 38.45
x x 37.48 39.25 x 39.91 9.98
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x 37.33 34,00 x 37.77 38.85 I x 40.55 �.
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\ x3E8D x36.507 `./ x37.OB }, x38.08 75 x /
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x 37.39 x 36.21 1 / / sC13�86 x 36J4 st'S68J x 38,43 x 37.7g, x 39.98 x 39.93 x 38.92 x 38.59 .40.0.
x 36.60 1 ! 1,49 x 36.84 x 36.37 x 37.24 I x 31.92 J x JB,}0 x}9.gg x 39.18 / x38,9 \x 3.23 x3,1
.../
37.38 x 36.42 x 36.82 - 36.10 / x 35.64 x 35.78 I x 36.73 x 36,69 \ x 37.51 I x 37.68 / / /x 39,15 x 39.07 x 38,58 x 39.90 -� / x 38.47
x 37.60 x}6.49 L - x$5.93 x36.77 x36,5B x3A°I x40.31 x 7p
/x 36.91 . \ x 33.89 x 36.82 x 36.61 ' - x 37.38 I x mu I / z 38. 2 x 39.77 040.06 x 407 ,04 88 x 38,57 1 x 38.61 x 3B.28 - 39.
x J6 / I x 34.91 x 36.25 - x 36, x x 36.84 36.78 x18.08 x 3g,4D R 40.03 x 39.24 x 38.44 - x 39.49 •/" x 37 02 \ x 36.9 / 8- 1 / 36, 05 \ .37 33 --�.. .37,82 , x 3. x x 38.23 - -
/ o -/ - @ ` \ / / - / 1 x36a5 JJ / "36.88 \ ‘ 1 I x3G.7 x39.00 1 38.33 1 - - - - x>8.�J/
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- - -� x 37.66 '- = - - - - - / - - - - - 7��SCC- - rD�'`��/, ��r�`/ - \ -J - - - _� -
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-
x 39.8, x*3 49 - x 38.98 x38,45 -- -�
x 3fl 73 x 3fl 65 x 44 SR x x 39.01 x 3g,32 �, x 37.8E
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x 38.5E x 38.39 x 38.4E x 38,77 / x 39.35 x 39.79 --.39,98 - ..39.4J r 38,89 1.3"1.......x
38.82
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x 3B.61 x 38.41 x 38.23 x 38.21 x x 38.59 x 38.92 .3046 x 39.82 ■ Tic 39A6 x 39.6E /x 39.11 x 38.43 x 37.61
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- - - - - - - - - - - - J- - - --- - - - - - - 77 �_ -�\ 737. _ - - - - - - - - _ _ _ - - / - - - - / - = 60' PUBLIC R/W < - - - - `,-=_ - ____________ -� F__ _ _ = - ==-======1 rJ_ ‘,....(1_.
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x 38.23 x J8.0J x 38.90 39.65 ix
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/ 4t.39x'�'� x 38.10 \ x 38.6} x39.14 x 39.73 x 40.28x 41,69x 37.97 a 38.02 I I �✓58.14 x 38,32 / x J6.49 x 38.11 x 39.44 ,07 x 40.52 f x4t.17 x 41.5E x 41.28 x 40.97 .03 39 69 9.21 37.58 x36 68 \ \ `x3 x3 2 • x34�4D. 40 x I \ x I x35.2RAPH� 4 CALfYx37.s \ : fee c e x 11� p
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No. Revision Date By Designer Scale PREPARED PREPARED FOR:
Drawn ByGSP DateSIP CONSULTING PLLC Sheet No.
LO RIDGE SiSIDBURY DEVELOPMENT I LLC 7
GSP March2021 EXISTING CONDITIONSENGINEERING
6626-C GORDON ROAD c...2 • 1
License# Job No. WILMINGTON, NC 28411 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel:[phone] fax: [phone]
P-0718 2020-0005 Topsail Township Pender County North Carolina 910-799-3006

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t I x39.59 x38,80 3. 361Tf$ x34.97 31. 7
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•
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x 36,88
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x 38.71 x 39.22 x 7 74 x 36.25 x 5.97 y 33.46 x 33.62 33.34 \ 4.98
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x 38.37 x 37.37 x 37,43 35.46 \ \ 33.7 x 33.92
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3 x 32.$0 x 34.84 x 35.73
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6 x 39.76 �^ x 38.48 x 38.19 x 3 49 \,I; x 35.61 x 34.80 \ x 32.9\ 34.85 x 33.84 / l _ rx 3 96 x 34,06 x 34.90
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II x 9.03 x38,37 x38.35 x37,57 \ 36,57 x33,69 x32.27 • \ x 1.93 x 92 34.31 x 4.6D x 38,75 x 38.71 x 38.4$ x 38,31 x 37,79 x 36.53 \ \ x 33.23 37.90 \ x 33.00 33. 3 x 4 7fi x 35.70
x 39.47 x 39,08 / x 38.80 x 38.25 x 38.51 x 38.22 / x 37.70 \ �x 35.74 \ \ x3t92 x 1.91 y I 32,26 I ' x 33.42 x 33.11 / I S5 \ I x 34.10 3 x 34.79 ` x 36.02 x}6.d
III I x 38.59 x 38.37 x 20 x 36,50 x 36.46 g y x 33.53 x 32.87 x \. x 33.91 x
x 33.64 •9t a x 34,54 x 34.70 35.34 x 35,g9
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I IIIIx39.2� x38.77 x3a.7D x / ` I 32 / / ' x34,26 35.D6
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ci
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I I x38.91 x3a.36 x37.07 x37,b7 x // I \ �531.93 x34.IS3 I \ /x33.50 / x30.70 x34,60
I I I I f x 7.04 /i / \ x 32.4d / I.
x39.98 x39.23 y x3A.82 x3'.�6 J \ ` \
x 38.83 x38.07 x37.75 / / ✓ x34.57 x33.b3 x31 x35,8
9.66 -� x 36.12 x 38.14 x 37.85 x 3S.3` „�. y 32.04 - x 33.67 J \ x 33,59 x x 34.91
I Ix 39.24 I x 3$.33 /'� x 38.29 x�3]'95 .]f38.06 x 36.g3 / x 33.42 ;..68 •�' x 350 x 33.26 I / x 3�.71 \ ` 33.fi3 I x 36.53
V x38.14 / \ x32.02 x 9.05 / x34,12 /// x35.10
I III I \ x 38.23 x 37.76 x 37.07 / x 36.9fi fi ' ''� �x 34.89 I y 36.56 x 33.78 \ \ y \ J x 3J.72 x 3Q.14 \ x 34.25 x 35.55
x 34.07 x 38.94 x 38.50 x 38.12 x 37,60 x 76 / / x 3$1 \ 4 / \ x 88 x ,.6 x 34,45 Y/ x 35.71
r13413 x 38.87 I x 37,10 \ 1 I 1 I
{{ x 39.9 ® ,,, x 33.49 \ F 33.32
I x3.03 x38.21 x38.47 x37.86 x37.9fi x37.63 x37.20 x3 , \ ' x35.27 x33,59 x \ y x33.91 x1;t.96 \ y \ \ x x33.0
x 38.03 x 34,90 /
x 37.86 x37,53 4'79 / /Cv i
x 34.9 x 36.06
x33.86 2.33 32.18 ,'... g
x 35.17 x36.37
II 11 f \ 3 , x 13L`12 1 x34.45 x3A.9
x 38 07 x 35.87 / 32b6 31 2 35.@8
'1 3"? x 38.17 \ ,r }?.g6 x / 35.31 - x 34, 30.83 \ x 34.39\ x33. x x 35.37 /
34.32 \ x / x 33.83 � "30,50 / x 36.12
x 3g.07 x 38.34 \ �` x 38.01 x 7.72 x 37.56 / / 37.09 x 34.40 \ x s['_ x 33.55 x 3J.37 3},17 \ x 33.47 / 35.3D x
�i'3. 29,86 x 34.37 x 35.69
p x 33.35
.IIII 8.1 x 38.57 x 38,69 x 37.96 \ s x .09� 1 \ --- .....x 3 9 \ x x 36.60
j� / x 38.68 x}7.73 v a.17 x 37.53 / ^x 37.9 .44 x J6.36 x 34,08` z 31�1 -X}¢,247 x 33.57 y \ x 31.33\ x 34.05 x 35.J0 x 36.36
C I x 39.09 \ x 37.95 x 37,71 x 33.79 x 33.36 / \ x 32,42'•" 1 x 3401
1 I / x 38,94 x x 38.24 X38,12 x 37.fi5 x 36.79 x 36,73 "9 x 34.56 \ x 34.91 x 4.07 33.58
I I I I x 38.73 x 38.37 \ x 37,55 I x 35.86 / x \ x 34.Bb x 35.49 33 x 33.88 x 37 202.87 / x 35.34 36.5H
3H.75 x 38,29 _. -�38113' x 37.51 // x 37•73 / x 34,99 't 3 x 76 y 30.61 x 34.64 x
x 39.95 x 38.52 x 37.96 x 37.75 x 37. / 36.06 x 34.32 x 12 \ / x 35,37 I x 37.00
I I / 34.29 x x 36.85
I I I I F53.D2 \ x 37.97 x 37.87 x 36.07 I x\.7 \ 534 34 28 x / x 1.39 x 92 x x 3
II x38.39 x37J9 x35.7A 344 \ / x31.19 �' x34.47 x34J5 x35.77 35.80i /
I I x 38.79 x 38.74 x 38.31 x 38.37 \ x 37.83 x 37.84 x 37.64 - x 3fi.14 +f37,3✓ x 34,87 \ x 33.54 x 34.40 /x 34.32 x 36.29
x 37.14 x 34.53
0139.06 x 38,61 x 37.Ab / x 36.8 x}4.55 \ x 33.99 x 70 / / �• y 39, x 35.06
x 3Z88 x}7,66 37.44 x x 34.48 35.0fi x 35.78 33• x x x 29•• / x 36.28
x 38.48 38.21 x / x71387.54
35'� x 35.52 \ 33.97 / ''3- 78 32 51 '�,/ x 33.66 x 35.56 \
x 37.77 x34,6, 34.�' \ x34.52 /34.13 x34.Z6 x - 1 1 x34.27 x34.70 x35.47x35.60 x3b/ \ 9
IIII «I40.�5 x 38.85 x 38.41 x 38.19 \ 34.46 /� x 33.92 - / J / 34.98x38.I9 \ x37,48 xJ7.77 x37,41x3+.42 x34,34 x33.43 \ x34.64 x3/ 5 x34 2 / /x71.85 x3 \ 413x34.99 x35.62 3600
17
x 37.82 ! 3 344 x 35.64 36.24rSl IIIIIII x 38.92 x 38.52 x 37.57 x 37.53 x}g,8} / \ x 36.56 x 35.63 x 34.65 x 34.95 / x 33.87 / , \ x 34.16 x x<c4 x 38.96 x 38,83 x 38.30 20x 37.71x 7
3.86 xI I I x 38.93 37.96 \ x 37.55 34.25 35.26 q 3 y �31,69 x 33.14 / x x 35.24x 38.41x 37.59 x 37.35 34. /5.06
, \ x 34.19 / / x 34.32r `` I 34.53 "\
I I I I x38.b6 x37.58 I x36.fi2 / x34.91 x , _ x / x3W3 x31,39 x34,76 x35.39
I x 38.42 �x 37,910x
7,95 x 3a 19 x 37.$4 x 37.63 I i x 35.99 x 34.75 / �3211 33•394 33.0/ \ / \ x 33.92 x 35.30
x39.0I
x 864 x38.39 x38.15 / x38.19 x 758 x37.67 x37,27 }y,g4 f x35.69 x3 06 x 11 325 ✓ x �` � x 441 x35.D0 \IIII I x38.06 3 1 > \ / 34,45 / \ x I I 3, '"""-^®.
' I I x38.79 / \ x37.58 x37.24 x36.46 .2.1.9 31.95 x51,34 \\ / x33. x3 J \ ff
/III I x38.89 fx37.91 I / x37.77 x3Z53 x37.02 x37.16 I x34, I /x35.8b x34,85 x 35. x x3,.85 x34,84 x3473 / x34.20 x34.05 y x31.12 J I � \\x25178 x34.17 x34,47 x34,g+ x35.26
99 x 03 x ' 1 x 36.D5
32'.63 x 32.2
K35A3 34,46 x34,16 x31,02 / / x32.7H xJ4,57 x35.26 x35.55 \
x 38.59 x 37.99 x 38.15 x 37.52 37.3$ \ ` ® x 35.83 x 35.8 \ /1+fr 32.17 x 34,29 1 x�3.65 x 34.83
OH I I x 38.$2 x 38.54 x 38.50 / / x 36.93 x 37.54 x 37.44 x,3e 9� x _ x 35,95 x 35,25 x 34,41 / x 3A.60 35.06 x .26 / / x J3.74 \ / x 34,05 x 34.30 x 34.79 x 35.83, x 36.1
a. _ L 3 \ / / 34.47 I / 30.gH \
x ,95 x 37.59 36.84 - \ \ x 35.69 x 34.67 x 34.H 34.36 x 32.70 x 34.16 .00 x 2.2 x 94 x 5 S7
I x38.57 x38.59 x3§.16 / \ x37,48 x37.45 1 ''� 1 ,jx/ 1.95 I y x\},32 '� x34.}3 \ Ix33.t2 / x34.35 x34,6p x35,28 3
x I I I / x 38.10 x 7 x 37.38 \ \ x35.60 x 35.35 x 35.0t 5.78 1 p33'83 \ \ y / / x I / x 3.93
8 I x39.b1 x3837 x38.53 x 27 \ 37.8 / x36.48 x35.46 x34.63 / / x34.tg x34.76 x35.77
I• I / \ \ 35.87 x 34.5fi \ I x 34.25 x 5.36 \x 33. \\} x 34.35 x 35.20
36.93 x J3.30 \ x34.03 x34,71
x 38. x 38.04 x x 14 x 36.72 x 34.70 x�3.42 \ I x 34,15 3a.47 / x 33.75 x 34,29 x 34,87
`` x 38.70 x 37.9 x 37.47 x
I I �t�fi I I x 38.60 \ \ x 37.48 x 35.71 y x;.'.19 x 34.44 \ / \ I x
x 38.25 x 37.39 36.52 x 35.49 x 35.33 x x 34.39 x 1.19 34,39 x 34.54
I9 I 3161
x38.35 x38.d0 x38.39 / H' x37.63 ` x37.13 x36.87 \ x35.2 x35.16 \ \ \ ' x34.59 x34.17 x34,77 \ 9 x33.04 x34.11 x34.fi7 35.73 x35.81 \
,ti II I` 339.09 x37.91/ / `x .75 x37.t3 x3�J x36.62 / s - �„ x36,45 x36,72 x34,77 x34.34\ x3 94 I x34,06 x ,93 \ \ / '� x33.90 \4 I x34,21 x x34.69
1 V x}8,84 x35,48 x34,78 x 35.23 x 327 34.27 35.01 x36.17
x 38.5 I I I I I x ' / x 38.22 ( x 37.27 x 37,20 v 3.5 60 •r x 35.15 x \ \ x 39.92 34.32 x \ �' =33.69 \ xp �} \ x 34,35 x 34,28 x 35.60 x
S 34.42 x34.39 //9a7 \
Q t x 38,52 37.96 / x 35.12 x -�, x 35.37 x 53 x 32.05' 2 94
} x 39.7t 36.58 x 38.10 x 37.80 36.90 / 35,13 A x 35.01 34.64 \ - I x 34,45 35.73 x 35.73
r. I x3+J:90: x Ja.9f x x 4 7 \- - / / x 34.96 '� v x 34.39 \ x 34,04 x 34A7 x 3d.48 \
x 38.69 x 38,11 I x 38,40 \ x 37.65 x 37.69 / x 36.72 1•x',5:75..,,�. xI36,14 x 34.89 3 31'• x 34.39 x d x 35.30 ii 34,73 �j x 34,65
x 38.52 x 37,33 34.50 x 35.9D x 35.07 x 35.00 4,71 �"-- -'' x 33.6n/ 3 x 34,61 x 34.90 \ I 2,06 \ x 34,01 x 35.19
x 34.63
x 34.61 x 33.87 x 34,22 x 35.42
x 34,10 x 34.41 x 35.68
x 38.41 38.04 x 37.25 x j x 35.23 \ x 34.51 x}4.86 x 34.26 I - 33.9a' '
I x 38,49 I x 38.01 37.04I / / / x 35.73 x 34.66 x 34.87 �- x 35.71 x 3.4 x 34.38 x 34.78 x 34.46 \ J
x 39.f9I x 37.74 x 36.79 / x \ / x34.13
I J ,.r x x 34.51 x 35.67
I I x 3 96 x 38.26 37 / I x 37.50 x 37.46 I x 35.56 x 35.05 x 34.64 \, 34.40 x 35.06 yy 34, 1 I / x 33.99'\ x 34.66
I x 38.67 x 38.55 x 38,01 x 37.04 x 6.17 x 35.33 x 4 74 x 35.19 33 x 7 / x 3�25 ✓ \x x x 35.52
38,78 x38.37 x38,15 / 3• x x34.37 x34.41 x34,86 +M 34,04 x34,08 35,32
I 6t 39.� x 38,40 I x 37.62 x 37.01 / x 35.89 x 35.92 x 35.59 x 34,91 35.11 x x 34,86
I I x 37.61 37.24 x 5 67 x 34,91 x 34.31 34.72 x 35.02
1 I x 35.48 'O x 34.36 / / �• x 33.75 x 34.37 x 35.53 x
I I x 38.88 x 3g,60 x 38.25 x 38.02 x x 37,66 x 35.6 \ _ - x x 4. x 75. 34.53 x 35.00 67 7 57 / x .3p x 33.75 x 33.76 x 34.77
x 35.47 3 x 35.44 ,D9 x 34.56 x x 34.85 / / /' \ x 34.50
•
I Q I 36.32 / x•36.73- }5.54 35.2g x 34.Bfi x 34.33 /
..�37,07 x 34.75 x 35.58 x 34.57 x 34.99 .� / x 33.48 x 33.94 x 34.92
I I, I x 38.32 x 38, 36"43" x 36.04 �.,, x x 34.62 } x 3 / x 35.49
x 38.40 x 37.65 x 37.63 \ x 15 x 4.82 35.09 x 3.98 / / / x x 33.79 x 34.37 x 35,29
I x 39.50 I I f \ x 36,62 '� 3 x 34.8fi x 3A.62 } x 7 33.90 x x 34,Ofi x 34.59
x 3.6fi x 38.42 x 37.28 / ,06 x 34,77 x 35.33 x 35.63 x 15 3 7 /// 33.81 /
I I I x38.4b x38.34 x3@,t8 x37.94 , x36.84 \x35.fit x36.14 xx3 x35,71 x x34.45 / / 3f.57 / -''
8.32 \ x 38.49 n x 38.17 x 35.01 x 34.71
3$,14 -----x
/ x 36.30 x 36.93 �` 4.73 x 35,54 x 34.8fi x 34,9fi x / / / - �,�. x 34.29 x 35.20
11 I ) I \\ L- x 35.54 x 35.48 x 34.31 x 34.64 /f / - x}4.05 x 34.36 x 34,95
Ix38,52 x38.06 x38.34 �`' / \ x x34,9fi 35. 3.5x34.47 x3'
x 35.74 x 35.13
3.+8 x 37.55 35.23 \ x 3fi.50 x 34.g8 x 35.44 34.80 x 12 x 3.64 x
x 38.15 x J7.10 x 36.45 x x 34.99 35.35 x 34.57 x 35.05 �.g x 33.18 / x 4.01
x 38.4 I I x 38.58 x 38.39 x 40 \k 37,97 j 37.20// v �Z 35.99 x 17 36,18 \ x 35.68 x 35.1 g x 3534 x 35.72 x 35.31 x 35.21 x 34.51 } x 34.38 // // /,/ lb / x 33.89 3 3 x 34.20 x 34.51 x x 35.20
` x 3a.39 x 34.60
II I( x / x 35.28 x3'�.89 x 80 x 36.14 x 35,42 x 35.40 x 4 71 x 34. / // x 33,65 /x 4 31 3 84 x 35.01
I\ x38.4 36,gq I x35.fi6 x34.92 /// / ( x34,07 x34.28 x34,59 x34.64
' �39.35 37.61 # / / x 36.63 x x 36.52 x 34.49 x 35.09 / x 34,8
I x 38.59 x 38.20 x 38.19x 37. '' x 36,35 x 36.21 x 3fi.8$ x 35,47 x 34.64 //k 3d.93 / >�1.3 / /
t I, I 38 57 x 38.0 x 37.89 x 37.82 x 36.56 x 35.79 x 34.42 x35.46
x 10 /
x34.9 x34.19 �,. f/ x33,94 x34.44 1. x 38.66 x 38.16 x 35.40 x 35.1D x 35.50 x 46 x 33.9 x 7t / x 34.08 x 34.57
I I I ' x 38.57 x 36.54 / x 35.53x}5.84 35, x 34.52 35. / /// / \ J x 34.47 x 34.86 x 35.07 35.03
x 35.9
3 O I I x 39 x x 38.22 x 37.65 / /'/ x 36.99 x 36.49 x 36.74 y ^^-�f 3fi.28x 35.90 35. x 34.82 x 34.97 x}5.02 /x 3 0/ x 3 84 x 34,58 x
I I I I x 8.94 x 38.68 x 38'19 2438.08 / x 37.44 J x qgi x 36.71 x 36.37 x 36.69 x 36.79 /x 35.67 x 35.fi0 , ~ x 35.2f x 35.65 10 x 34.34 ' / / x 33.70 v x 33.76 1 35 x 35.26
x 3g,67 I x38.58x37.85 x36.78 \ x34, x35.60 x34.43 /x33.93 x3d,77 x34.8t x35.D0
Ix 34,97 x 34,94 / - 36, x 4.42 35.41
x38.59 x}$,37 / x35.43 J x36,31 x35.75 x35.93 "x'3.15 x35,58 } x34,7e '`/ x34.49 x 0 / x' � \ 3 x34.38 x p x35.16 x35.22 x35.t9 x x35.04
x 37.50 x 36.91 x 36.71 x 3fi.90 I x 36 x 35.21
II I II x 3$.18 x 36.72 x 4.9D / x 34,50 3
I I x 3H.67 x 38.21 / x 3fi.00 1 x 36.53 x 3fi.0 x 35.83 3 x 35.81 x 3 6 7/ 3 35.31 x 35.40
I x 3807 w36.82 x 3�68 r / x 4. / x 35.37 x 34 7fi
x 38.74 x 37.62 / x 36.77/ x 36.98 /x 36.D9 x 36.34 \ x 35.19 \ x 34,43
x34,76 x34,72 ////
2 I I I I x 38.65 x 38.65 x 37.12 I x 37.D4 x 36.72 x 3fi.74 x 35.83 5 70 34.E z 3 4.23 33.86 34• 34 93 35.74 35.98 35.69 35,35 35,25 35.34
�5 x
x � x 80 / x x � x x
I I x39,55I x38 I x38,29 / x37.64 x36.94 � x x34,85 4,37 ../'"x x . x35.55 x
x 37,32 \ x x 36,68 x 36.04' x 35.46
x 38.64J.49 x 36.56 , x 35.82 x 3 42 x 35.59 -R x 34.12 x 34,73 35 /
I I\ / 36.98 x 7.03 / xI36.78 \ IC3521
96 2/ ^ x 34.77 x 34.717, x 34.62 x 7b ,�•,.. -" "
Ix 38.83 x .27 x}6.78 33 \ I ` �j x 34.59 / x 3fi.39 x 36.13`�.
x 38.43 II I x 37.96 x 35I20 \ / - \ x 36.79 x 35.ls� x 36.42 x 35.34 x 36.12 x 36.87 \ x 2J x 34.60 x 35.91 / / / / 45 \ x
I gI / I / \ 36.72 J x 35.23 / x 34,57 x 35.64 \x 35,67
x 37.07 x36. t /�
x 36.62 x 36.6� J x 35.62 _s / x 35.05 x 34,85 x 35.99 ' 35.93
x 3.7't \ x 34.47 ///ii .07 35.52
x 34,89 9 x 35.51 x 36,t 2 x 35.42
III
x.37.92 x 38.1 x 37.71 x JZ22 / x x 36.84 / x 34.70 3•r19
I 3 57 x37,11 x36,42 / \ \ / 3 97 3617x 38.54 x 3894 x38.38 x38.16 / x3773 / x3693I / xV.02 x35.70 / x35.5§ / - '\/ 35.93x38]0x35.S \ x34,72 / •� •// x / x34,48 x e_ ✓ x x \ "' x x35.77
I I 3B. x 37.71 x 37.21 x 37.03 x 36.94 x 36.71 x 36.05 x 36.29 x 35 72 x 34,43 / / x 34,40 x 34.72 ® - 36.55 x 36.53 36,28 x x
x 39.02 I x / x 37.39 / rx $7 x 34.64 ✓ / x 34,58 x 36.22 x 36.25 �' `*a \
I x 38.19 / x 37/3 x 36.62 0, / \ x 36,43 / 35.93 x 3793 \ 34.91 x 35.50 / / x 35,61
I I I I 1 \ x 38.85 x 38.42 x 3 x 37.16 x 35.72 x 3a.43 / x 3.78 / yj x 3a,99 / x 36,44
\ x 37,93 x 36.77 x 37.20 x 36 93 x 5 Bd x 5.43 ! x 3$}5 \ x 34.51 x 34,38 / x 34.57 x 34.44 15 x 36.49 x 3fi.62 x 3fi.42
x 38.73 x 38.64 x 37.fi5 x�a,45 f / /t' / /
I x 38.70 x 37.19 / \ x 36.79 J x 36.34 3 / x / / / b x 37.Og x 38'05�,
I v I J x 38,53 x 37.08 / x 36.96 x 36.92 / x 36,43 Ii ✓' 3�.78 x 35.93 / / x 34,52 ' x 36.64
x39.$ x38.17 / x31.28 x34,97 7.f,- 3d.98
/ x 3fi.99 x 34,91 /� / /x4139 / / x 34.67 x 35.17 x 36.09 x 3fi.59 x 36,74
1380 x 38.71 x 37.71 / x 36.64 x 37.08 x 37.47 \ x .22 x 34.d8 x 36.7J x 36,62 ~ x 34.48 / x 34.74 ^ x 36J5 x 36.92
I I \ x 38.71 x 37.76 x 37.37 / /x 37.09 \ J I x 34. 7 / x 34.63
x 35.8f x 36.24 x 35.70 / x 36.87
x 8 I x37.p1 x36J6 x37.24 \ / /
' I \I I I x�7.g6 x 38.12 / / x 36.61 / �Jx 36.92 \ J / x 36.53 I 3fi.07 3 / J 3 54 / / / 34.SJ I x 36.96 ,� 36.67
x 34.82 x 36.82
x 36,9fix 34.60 x 36.89
x 38.43 x 37.46 x 36.@9 x 36 68 x 5.92 x 36.95 x x 5 / / x x 36.17 \ x
I vc 3�.27 x 37.93 x 37.22 x 3b.b8 x 35.89 x 34.45 - x 36.01 \ 3512 x 34.49 lk' x 34.70 x 34,75 x 36.55 x 36.96 x 3WL
x 37.fi8 x 36.76 / \ / "~` x 36.16 x 34.70 A
`•I I I x38.99 x37.0T x37.72 x37.07 xJ6.I6 x �37.D7 / / x35.13 x \ \ x36.71 x37,34 x37.11
8.39 I I 101..
II I I( x 38.74 x 3g.19 / x 37,18 z 37.11 I / •43 / / x 36,50 \ 34.77 x � \ / x�,7_� \ ///'P/ x 34.98 �'� \ _ x 36.82 x / x 37.22 - -
x 37,36 x 37.32 'N 37.02 x 36.68 x 36.53 x \ x 3.96 x 0¢ /a1.9g/ / x 3a.87 x 37.DDD555 > 36.95 ,/
I x39.58 I x3@05 \.79 x36.68 / / / 35,93 x35.63 35.57 N �x34.67 / / x35.t5 x34.98 J x37,64 x37.02 xJ
o I x 38 x 38.7g / x 37.64 x 7.10 / I x 37,06 35.93 x 36.01 V / x 34.74 34.91 x 36.78 x 36.61 ✓ x 37.45 x 37,36 x 37.23
x 38.29 I I I\ I I x 38.86 / x 37.54 x 37,04 \ - v •� J x 3.52/ / / 3. ' �\ d�06 x 36.60 \ x 35.55 / (7 >17.16 f3 I x 36.02/ / / / x 34.91 x x 35.5 x 36.31 J / \4.87
x3679
x38,5B x37.03 1x 704 x x36.81 x36.63x35.70 �L� CI I3B
.595.22 x 0�'37.02 x37.67
�q 953 x 39.28 x 38.20 x x37.34 / x36.24 x36,39 \ x35,96 {I{I I I I \ x3892 Jx37.87 x37.07 4 I i / x37.08 \ x,�502 \ /x35.40 x35.03503 x35.76 Ix36.56 x3$,6t /49 x379D x 37.22 xx3fi78 x02 3585 _ x x 36,24 xx38 x37.41 x 37.30 �" x36,21 135.01 36.96 R^38,18
x 3$.82 35.67 x '� x 71 ` fi'-26h5� ®® / x34.87 x35.20 x36.77 / x37.81
�� I i J I \ / \ / /V x35,00 I x36.22x 3H.48 x 37.31 x 36.44 x J6.32 x 35.83 vc x 38.5237.97x 37,57 x 37.21 35.61 05' x 35 2�/^x39�0 / // x 35.16 ° x 82 x 37.74
3g x 37.9
I x 37.41 x 36.33 x x 36.05 x / x 34.96 x Jb.43 / x 37.48
x 37.7fi x 37.13 x 37AD\ 3fi.95 3�540 36.02 \5 / / x 4 t�. '
x 38.84 x x , f _ / 34.76 01 x 35.09 x 35.42 36.9468 x 36.92 x / x 37,fi4
x 38.68 11
III I x 38.89 x 37.20 x 37.45 x 37.54 x 37.45 37,80 \ x x 36.19 / x 35.92 x 36,16 x 3.39 ` x 5.33 Z 0 N I x 35.16 / / ' / %3 4 / x 35.62 x x 3485 x 35.48\ 36.83 1,J • •4 4 x 7.90
x 38.40 \ x 36.72 r \ x 36.59 x x 35.66 \x 3.30 \ / / I \ / 35.t 5 x 35.23 35.46 x x 3fi.52 x0
x 39.p2 x38.27 x37,92 x 37.56 x 37.51 x 7,09x36.17 x
1 92 x 37.60 x 37,51 3 N x 3644' \ 36,28 I x 4,76 / // /J 30. / x35,40 �56 / x 37,87 \
I I x 38.75 \ x 37,56 x 37.37 x 35.78 87 \ / / J .49/ / ��% x 35.61 x 35.19 35.00 x 35.69 x5.65 x 36.59 x 36.76 x 37.05 J 8.02 \ x 37.94 ><3Z98
x 37,79 CK 3388 \ x 36.89 x 35.74 x35.44 x 36.80
0
x 38.62. 1 I I I x 38.56 x 37.63 x 36,50 36.23 x / e -
x38.49 x37.94 I I x x36.15 I N ` / 35.58 / / / x35.52 x35.24 35.a8 1 36.fi5 J N x
x 38,12 \ x 37.78 3435.98 > 1 / /‘ / x 35,30 x x 37.01 x44
38.10
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No. Revision Date By Designer Scale 1„-50, PREPARED FOR: G S P C O N S U LT I N G, P L L C
GSP Sheet No.
Drawn By Date SILO RIDGE EXISTING CONDITIONS SIDBURY DEVELOPMENT I LLC
GSP March 2021 6626-C GORDON ROAD ENGINEERINGc_.22
WILMINGTON, NC 28411 •
License# Job No. 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel:[phone] fax: [phone]
P-0718 2020-0005 Topsail Township Pender County North Carolina 910-799-3006

•
•
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x 39.72 \ x 35.97 32.
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:3a r I x 33.12
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x31,8 /�
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,1 39.8fi x38.59 x31.11\ i' "- x
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36.70
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>61 hC 41.D7 I x35.88 w3p.96 `
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x 27 x 37.06 x 36.47 I 11
x 39.49 x 39.52 x x 37.66 x 37.5fi x 31.11 O r I x 32.52 x�.76 x 38.53 x 36.44 Ix 32.x 39.64 35.11 x 37.17 x 7.08 m x 35.94 x f 12 x 31.64 x \
x 40.6 x 39,96 x 39.63 x 32 35 / / x 33.36
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bC 0.tl.14 39.09 �"'x 37.03 x / x 33.44
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x x 39.62 x 39.57 / x 35,87 x 38.65 x38.g8 O x37.81 x 37.37 / x 36.83 134.88 x 32.08 .3434.25 \ / x 32.14 x33.19951
x40,17 x40.S3 x39.89 x39,13x36.72 x / x36.22 X54.29 / x \ / x3 2 x33.53
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( x 3081 x 38.68 x 34,93 \ \ / x 32.44 I
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I x 40.8� x 39.84 x 39,92
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x 32.55 x 3.32 9 ` �
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x xx8.2x 39.54 x 39.67I x38.59 38.41 x 38.33 \ x 37.45 17 89 x 3 09 x 34.24 \ x 32.1B I // I 32,26 x 33.82x
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I , x 41.10 x 39.53 x34.06 x 3097 x 38.60 0° x 37.86 x 37.33 I /
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x 35.57 \ x31.79 / 1 x33.51
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x39.53 5.13 x 34.9G x34.02\x 39.57 x +, x 38.$1 38.89x 38,53x 38.05 Ix36.07 35.55 x 34.72 x 33.2 x 33.23 3 27
x p0, x39.80 39.6 x x 36.40 x 33.99 x 2.06 \33.05
i x34.85 x38.51 x}$,29 / x37.81 \ x37.84 x34.51 33. \ / x32.
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x 34.35x 32.33
x38.fi8 x3811 x36.51 x 409 /
a 38.95 x 39.43 \ x 38.66 x 35.79 �' -,�,x 3 16 3 \ / x 32 9
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\ J x39.49 x38,73
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x39.62 x39.t2 x39.3fi 39.19 x3$,30 x x34.8 x34.4fi 1 0
132.98
x 39.26 x 38,85 x 38.54 x 36.7D \ x 31.52 I x 32.62
I x 32.96
x x 39.61 x 38.73
x 33.16 x
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_ "x 32.99
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x 39.07 / x 33.16 x 32.9D
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! x 38.51 x x .p3 // 32.94 \ \ O
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® t V 1 ♦ o
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\ 3.\ 31 96 \ 37 I / x 10 u Q.
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3 37.99 .o \' x 32.59 x 32.4T / 32.31 33.50 e00000
38.83 x 38.12 96 3 x 33.54 x 33.49 J x 3469
x 34 33.64 p
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x 38.93 x 38.78 x 38.28 x 37.42 x 33.5 x 32.93'�3.1 I x39.1S } x3g,75 x x38.36 x 3.29 \\ x p��
3
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x 37.52 �' 36A5 x 4.31 \ \x 33.78 x�.D4 x 32/2 x 31.r1� x 27.59 x.31\ x 33.72
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x 34.44 x32.65 \. 30.44
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x 39.43 x 39.44 I I I x 39.69 x 38.98 x 37.26 / /
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x 36.72 x xx 32.90 x /' , x 34.45 x x 29.15 r I 33.93
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51 / x \
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I x 40.0 x 39.11 x 38.39 x 3g.01 x 3$.53 x 37.32 / / x 36R5 x 39.64 x 34.42 1 1 i )40.`'. x J8i`'" x 38.69 ..,�.. x 38.18 /� "
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No. Revision Date By Designer GSP Scale 1 n_50, PREPARED FOR;, GSP coNsuLTING pLL (...
Drawn By Date E SIDBURY DEVELOPMENT I LLC Sheet No.
SILO RI DG EXISTING CONDITIONS 6626-C GORDON ROAD ENGINEERING '
GSP Morch 2021 c..2 •3
License# Job No. WILMINGTON, NC 28411
P-0718 2020-0005 Topsail Township Pender County North Carolina
910-799-3006 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel:[phone] fax: [phone]

•
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\ x 39.11 /
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1 x36.41 x40.16 x39.76 x39.25 11.373..
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38.08 38.96 0 9 41.93 x 41.13 \x 40.79 \ I I `\
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x x 4027 x 3951
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No. Revision Date By Designer GSP Scale 1°z50, PREPARED FOR: GSP JNSULTINC PLLC Sheet No.
Drawn By Date S I LO RIDGECONDITIONSSIDBURY DEVELOPMENT I LLC7GSP March Zo2� EXISTING 6626-C GORDON ROAD ENGINEERING C-2 .4
License# Job No.
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P-0718 2020-0005 Topsail Township Pender County North Carolina 910-799-3006 _

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1 LOT #58 •
I LOT #103 `nnI p, / / / NATURE 1\ \ r TYPE "C-1 OR C-3" BUFFER DRY POND PARTNERS; �����
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1 inch = 50 ft.
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No. Revision Date By Designer GSP Scale 1"-50' PREPARED FOR: G S p CON U LT I N P L L
S C Sheet No.
Drawn By Date SILO RIDGE SITE PLAN SIDBURY DEVELOPMENT I LLC 7
6626-C GORDON ROAD ENGINEERING
GSP March 2021 WILMINGTON, NC 28411 C-3 •4
License# lob No. 910-799-3006 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
P-0718 2020-0005 Topsail Township Fender County North Carolina

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No. Revision Date By Designer Scale
PREPARED FOR:
GSP 1"=50' GRADING/ DRAINAGE & EROSION & GSP CONSULTING PLLC Sheet No.
Drawn By Date SILO RIDGE SIDBURY DEVELOPMENT I LLC 7
GSP March 2021 6626-C GORDON ROAD ENGINEERING
WILMINGTON, NC 28411
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
License# Job No. SEDIMENT CONTROL PLAN C-5 . 1
P-0718 2020-0005 Topsail Township Pender County North Carolina 910-799-3006

k ELEV=41.18 11111..11.--,,--- - - - 1 -:: ''-. • I . : gig% POND #2 SKIMMER '
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1 1 , ELEV=40.16 ---. •:. 1
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, LOT #37 ' \ *-• . 1 LIMITS\OF Jii LOT #243
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11114,/ I LOT #38 LEV=39.60 LOT #36 \ '' , . •- ' r : 1 \ . MEE-ELEV=34.75 .- , 4•4 / /,. \ -- - „„, TO PON) 42 4 \ \ \ LOT #264 1.111
--ELEV=3fi:58-
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nt. NI LOT #244
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#12 LOT #11 7 I LOT 10 I /
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, ROSION . CONTRL NOTES // //, „2---/. / S RLING
3271 -11 7221 -0000
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1, SEDIMENT BASIN, WILL BE PUMPflY,D6i1-/BrnglA56AL MEANS-1114EN-SE;\ ' -r- kCHES 50% ZONING-RP 0 ,,,,
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1 1 1 1 1 \ \ ELEV=39.03 , u-'73 /I ps-i,v) \\ _ /1 STORAQE ELEVATION AND tocKE 2' 71r./' / /Vz/ 9 ,
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1 ELEV=38.68 11 "I I i
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'11 1 .- I 3. PRIOR TO HE CREATION- -OF/A/NX IMPE'RVI US/SURFACES THE FINAL POND Dvi as HOULI-D- BE --; '.'
, POOL FACILITY 65g / / /: if MAILC' 1%1T E:1'
1 h \ 1 1;1 1 72.: 1 i , ' -,) 11111.:ITS OF
. 1,10 TURBANCE '\ 1,,BUILT SEE SH/EETS ?=6:-r-C4.3/FOR BASIN DETAILS 1
N/F I \ ,1 I 1 \ 1 I / LOT #5
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I ' ' --- - --- I 1 ELEV=39.33 / / ,-
, SCOTTS A-1(1:14i LLOI 1 I •
I i - 37 A NOV 16 2021
4. ALL :WORK WITHIN ROW TO BE COMPLETED AND EXCELSIOR MAT TO BE INSTALLt4R1 TO ,NY ..
RAIN EVENT„AS/NEEDED '-•-) / 1 i lii., „ow Age 1 I I
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4-169820, i i
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\ DRAINAGE NOTES I I • ---- „•0` , -y / \
1 I \ I i I I S OF / / / ,, I TEMPORARY\ V 411111'0.67 AC. \ \ / 1 ! BY: ..
IIN , T.' )ISTIJ': t 1.CE / \ / ___
-- -,--1,-,,, ONSTRUCTION\ loRAINAGE AREA / ,r7 , /- / 1
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II , I , , _ ,, ‘ ,
..„, :,,,,:,,,,, ENTRANCV i 10 POND #1 ALL IMPERVIOUS SURFACES TO DRAIN TO PROPOSED.WEL-DETENTION BASINS.
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i NOTES:
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- - - - - - - - - - - - - - - -4 v-9 -0-a t- ---iz.--W- -\AT)-- - _ _ _....... __ _ - - ----------------------------- - ------- Citr_Lk"'!'_' I. i SCH-ARGEAS,0 k '11110VELIE. ITS_DIso-LARGP1---WOR-BiTW 59 - - LT: 1. -
, 5--- =1:11Y I 1IN =-_,.-----7-77-19.-TVS W1TH6J f EFioti : VELD-GI-T-Y-AT THEIPOI-N-T-OF DISCHARGE, INFILTRATED sONSTE-0-11TSIDE
."" _- REQUIRED __ __"P__._---421EAK_ Q--• _ __ ---13_06' -----1RIDWY- .12t '____"_ _ ..._----' ' ' N • • R dsi (A- I
_ - - _ ik-NY WETLANDS WIT I RUNGFF, 0 BY K$Q msyrrm A--LIQUID INJECTION SYSTEM .iN/-.F- / r 1 I II _
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- - - - -- --4-o5 - - - - _ .- - - - - TRAppirc---( .-rs; AREA - STORAGE ,.---, 0 ‘ ,-- ---- - ,_ , , - -DisctIARGING INTO A DIRT BAG PLACE \Gti AA Al LSEJ ,,F ACE. \\\J --
• i
-- - - -- \ BLAK-ES --0E--- SCOTTS HILL LLC
i I 1\ 3271 -14 5P-5.st 00r el i\ OHN SON / 3271 -01-3522-0000
STORM WATER NOTESI I --
_ -- -
, \ 7' 420- - - _ ' .0 ,_ -- - - / II (ii . \ miNA------R 0131315 / i
._-----
_ _----
...- - SEDMENT BASIN #1 „, ' 40.67 "- 73,197 109560._ _ _761.'86 \ \ 3,433 32711 -1s1 -0341 -0000 / ZONING-RA -
\ .-- - ,, _, / ii iztetlp 1\C KALE / ,
\ ,-/--------
( ...---------- \ ---) 1. WETLANDS ARE SHOWN ON/THE PLANS.1TON VIE--NO,ASURFACE WATERS, REGULATORY FLOOD- - • / , yo. \eiitc11,0, 01 i
7 ...\\5'10-----
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om pi mil i•i imm NE NEN #,P,"rey--i?V•oil%
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,, . mi .. lim •
'\ \ SEDIMENT BASIN #3 4.38 7,887 14,898 8.28 1 19,010 / 2.35 LIMITS OF THE, PROPER Yr. /7.7itirle
I 1 - 1 inch = $0 ft.
, \ \ 3,602 ,- -'
D
No. Revision Date By esigner SILO RIDGEPREPARED FOR:
SIDBURY DEVELOPMENT I LLC
GSP Scale r=50' GRADING, DRAINAGE & EROSION & GSP CONSULTING7PLLC Sheet No.
Drawn By Date
GSP March 2021 6626-C GORDON ROAD ENGINEERING
License# Job No. SEDIMENT CONTROL PLAN WILMINGTON, NC 28411
6626 Gordon Road Unit C Wilmington, North Carolina P-0718 2020-0005 Topsail Township Pender County North Carolina 910-799-3006 28411 tel.[phone] fax: [phone]

0 f # ) �� LQT #168 I 7N,,,,,
r r r r r. r r� /'� , r \Ir\ 1
I
41 IMI{TS OF LOT 61 LOT #63 -4\N�. ELEV=38.34 ,� ' w -
DIS`fUR�ANCE ELEV=40.81 ELEV=40.77 N. I r ,i f Q e i 1 \ I SEDIMENT' A I N CALCULATIONS
1 1 .Z ,-.,.-® � 1 �:. S ' LOT #167 r \ r +' -" \ ! ,
1 ELEV=37,92
r ' / f / SEDIMENT DRAINAGE ,REQUIRED _ PROVIDED PEAK �Q REQUIRED PROVIDED SKIMMER
• Ii tT V I ....�-� / `� , �* — -- .� -r / 7 I r; r --/ f ! TRAPPING AREA STORAGE STORAGE FLO AREA-.- AREA SIZE
j r
I i `� LOT #so \ I T 1 ` �' r '� ,, I \ r 1 DEVICE \-/ (AC) (1,800CF/AC) ,(CF) - '. \\(CFI . (435 SF/CFS) (SF) (in)
i
I \ LOT # 66
I
1 ELEV=41,08 LOT #§4 t _ tM1.TS 'OF ' j r' / y I I SED BAS N # ® � e�` 3 01 ELEV-37,51 r /. 1. \ I IMENT I 1 73,197109,56 \Y6: 6 , 3,4 5,5 5,0
SUR3NC \If ELEV=41:'14 I ` ,ti �I T A E e \I �-
':
1I `�,,, � ■ e DIMLY BASIN #2 7.8.8 14183 24,452 `4 ,89 6,478 18,242 75
I SE `I ..� ! ���'`��►� \ LOIN, #165 � � ,� •\ .#`� ` )I \i .. I __-_ ...� LOT #104 ; ov ;�' v � \ :pp DTP / � ,, ri� �1,,. .� � 3 v r v0 � I��P�� � �� (�-�� 7,$��7 , 14,898 ��~� - 8, 3,602 19,010 2.35
v 4 38 �8I \ I f— ELEV=38.29 �' v �� T '> ' _ • tMIT IF \ �e A .„
III I A� LOT #59 ✓ �� � // ISTURQ E;E V A 3��1 �23- 00 -000® i
I11 ELEV 41,36 LOT #65 lH II f1 _ \ , LOT #164 / - W ` o r e7�0`hN — ° EROSION CONTROL NOTES _ -I ELEV-41.14I1fII \ �� \ ELEV=36.69 / \ \\ �\ \ \ _I \ ° / \ \ ee e -' -` 1, SEDIMENT BASIN WILL PUMPED DOWN. BY-MECHANICAL MEANS WHEN SEDIMENT REACHES 50%
1 1 _ \ \ f STORAGE ELEVATI D MUCKED OUT.
I / \ •I `5 53'09'05" E 349,15'_ lIIII III I I I 1-- I 1 10- * LOT 163 /7
\ \ i1AILOT #58 1 ,- - LOT 10 4/ • ELEV=36.27 A r \ ��. \IELEV=451 48 4. 1 # I / 0,67 AC. \ \ \ -� �-, 2. PR�C? YTS S Ed QN INS, SEDIMENT BASINS WILL BE MUCKED OUT,
I 1// 1 I o" LOT #66 ELEV=38.3 ��® / (RAINAGE AREA - r\J I ELEV-41,42 T \ T 1 / TO POND #1 \ \ \ 'N 13, PRIOR s• I F" iiviPERVIOUS SURFACES THE FINAL POND DESIGNS SHOULD BE
r �/ ' r" -C FOR BASIN DETAILS.
I I �..� - LO # 62 �`^ \ \ BUILT. SHEET1 ELEV=35.86 -. IdNINGAPD1 (I, I •f-"' ED ` \\ ye °t' r % \ \ 114, LL WORK WITHIN ROW TO BE COMPLETED A ID EXCELSIOR MAT TO BE INSTALLED PRIOR TO ANY
1 � LOT #57 I I ° � � `� � \ �., r v� \ I1 �AINEVENT AS NEEDED; �`"yv
I LOT #102 �� LOT,, #161f i I A ELEV=41,30 1 1 i I • li
L` LOT 67 ELEV=38,371 v1ElfrNLEV= 5.60 / v \ i ---a tI`` 1 i �, ELEv=4t.44 I e e , �� \ \ if �RAI E N
NG OTESLOT #105 /I 1 / 1 `' \ S RFAC TO DRAIN TO POSED WET DETENTION BASINS.
ELEV-38,48 / _p \I / I \ / , . , \ ^ \\ \ ae /I A IMPEtV10U SU POI i -`T 1 Aw sN v iti • v - _N.
GRAD( G NOTES\ II / I EV ,3 v LQT #101 \ \ // 1I/ '°• ► �r � ��`�� LOT #68 \ L .�/ ELEV=38.48 � I 3 ����� �, � V ., -- t,IA STORMINLETS WITHIN DISTURBANCE ARf,A TO HAVE EITHER INLET PROTECTION OR A SILT
--I ► ELEV=41,17 I LOT #106 / / ° \ e `' - - - S K INSTALLED SEE DETAILS ON SHEET C-p.
\ I / Io 1 / N.. _ IELEV=38,61 ! SS <y\ I'; ! r...,, � LOT #55 \ , �;��� a�, ...__--- � � �` \\ � �
,_
MP'�\ / 1 I \ ELEV=41.03 3 �` `_ _ _ - - - m �,1�` . ` I ;ci I \ ; ill ji, u <tiLOT 100 — \ �` N. _��� _ `� W :v =,. '\�, r �� 1, ISEDIMENTLAEN PUMP DISCHARGE IS ,ONLY ALLOWED IF ITS DISCHARGED AT OR BELOW 50
_ LOT 69 ELEV=38,59 �y ,�--.___ - w ,;1 # ® , w - - - w n \ ~, INTUSWITHbTEROSIVE1�ELOCtTYATTHEPOINTOFDISCHARGE, INFILTRATEDONSITEOUTSIDE
I = ELEV=40.87 ! 1y L�T #136 +` s 5 - wo_ _ _ \ ANYWETLANSWITHNORUNOFF, OR BYUSING PAMSWITH ALIQUIDINJECTIONSYSTEM
I IfI 1 i I — ----� LOT #107 I ELE =35,99 �� ss ---� p - p ` \ DISCARGI�IGINTOADIRT BAG, PEACEDONASTABLESURFACE.1I i I1LQT,#54 I �--- 1 ELEV=38.71 —` ._ - - - \ aFELEV=40.76 : 4I � © I. El' \\'' .�TSI ,
�. ° �,�, o i AT ROTESi / Y0T S �H� L I L CI � -� � r LOT #9'9 � �. e TO •M�_ j .�` }_ „ �� LOT 218 \ e .I '�'�"" # A 1�1 f�9 —� _ � LOT #70 LEV=3$.69 �� ,/ -- \-.\-
9 �li• \ �. YYE°TL NDS ARE SHOWN ON THE PLANS. THERE ARE NO SURFACE WATERS, REGULATORY FLOOD
1" i\ \ ELEV=40,58 3 111
�� "'�p LOT160 1 \\\ \ ~�5 I ZONE' PRflTEC.TED VEGETATEOSETBACKS AND/OR PROTECTED RIPARIAN BUFFERS WITHIN THE
�� I ' ''I V • li\ �' ---------""1 LOT #108 LOT #15 �T #137ELEV=35:77IV \ (MITOFTEPROPERTY. /1 \ �k I LOT #53 ,1I �`, ELEV= 108 ELEV=36. 7 3ELEV=36.29 / L0 #219 I ti rI \ /IAELEV=40.51I11v`-I'' �. I ,, I � .-.r..F � ��_..�E�35.90 � �. . �.; `LIMITSOF � ' �e � �.. � ,-
1 I .�..-�- OT #98 / — ,, °sSOT #220 0 e �� � .1 I ,; LOT #71EL V38.79 — t ! IA COMPACTED SOIL
�� I � , , ISTURBaNCE1
0 ELEv=40.31 I I� I LOT #159 t \\1\111111\‘\.\\'‘
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LOT #134iill
� �rn 1 I LEV=35.98LOT, #221 I1 rn LOT #52 ��_ LOT #109 ELEV=36 -3- LOTS#138 1 1c\
t., ELEV=40.26 •/ "� I ELEV=38,89 A ELEV=36,53 �i
I '11 � � t.1\ a LOT 72 LQT #97 �° `° _..— ,, �" --a' '� `� , •:' • '�•° �,I r, • �� ,- N,��� lie 1 w 1 #� !! � ►�, I � 8H .89 �-_ — -- — . i � - Lar #,.8 ° 1 � _ il T-I 1� I I---- I f�l I II I—I1 I—I l II11ELEV=40.04`�; ELE -3 � 'II I LOT #51 3 LOT #133 1 LOT '#1391ELEV=36. 8 111 LOT #222 I - �1I o ELEV=36.68I - i i iI \ 1 `LOT #1101 \
\_ I, 1ELEV=40,03 -� .< ELEV=36.78 f 1 I I F ' ELEV=38.98 __.,. _.. - - I , m1 z L MITS 0 °� � � / LOT " 223\ I o • STURBANCE ,1 LOT #73 LOT ��•96 1 ..r/-�� MI
;:/ /� Icn_m._ I ELEV-40.00 ELEV- 8.99 I ," m-11 3 _ - ELEV-35.90 1 Nlla .' LOT N,;m �`` I I LOT_#132 LOT 140EIEV #35j1: 11111 , LOT #224/1 # ELEV-36.93 # a1 1\
\ iiELEV=40,00 q "--:, ---- 3 L@T #111 I1I 1 _., y Y,, ELEv:=39.07 /j � iELEV=37.03 � k _ I II .r,�r5.- � � 3 LOT #225 I' O # LOT #•` N 1-- iiiiIII T / 3 IIi ~\I ,. f' E EV=10.:3 - ! �T #156 TTETIIt ,, 3ELEV=39. 8 o I -. .w. OT 131 II I # 1rEV=35,81r.. BIN 1I LOT 49 ,� �� LOTe11� .., �� - LOT 141 � # t
1 ELEV=40.19 — _ ! EL:V-3'7,18 ELEV3728 '\\\ ^�
. \\
7
\f, ►3 ELEV=39.16 I =
I 1 .n
I t1 i ! �
LOT #226 ~►�
11 1 1 I — , LOT #75 ►_._-_. :.� P /�L�S
I 1 111'� I ELEV=40.50 LOT #94 31 3 I ��� �� / /
I II , I' •, ELEV=39. : 1 LOT #155 I a� .r'',+�l- � -
I I I \I I LOT #1 0 ELEV=35.49 2\\
LOT _ r,;� I��i11 „ r 1 \(.-_,/,,,, - ,
ii ! I i t e LOT # 8 ELEV=37. _ _ _ LOT-#142 ..,,�- tr .4��-ia.� POND #1 / \
,=! ELEV-4�.44 �-- LQT-#1t3 - ELEV�3;5.2$ SKIMMER ,: ' \I I II 11 h` ' `� _ ,�.�- ELEV-39.25 -EL.EV 37,53 �' ®'� W/ MEI 1 I1 ii !1 I 13 - — _-__ `"' .N. :ril
to ,#228 I ORIFICE // I \ - -
I I I i f 1 7 \► .. LOT #76 I t a / I . // r
I \1 11 / I ELEV=40.76 LOT, #93 ,, _ - ,, ti # 1 • I
; I r,•
I
L LOT 154;` N.,
BB ELEV=39.27 LOT #129
lii
\ , 11 I E�., #47 .. ELEV-35.t',
LOT 143 - MI LOT #229 1/1/:
^i 1r 1 i
11 11 I ELEV=40.69 3 ,:
LOT #114 ELEV=37.68 I # ! I �1A�16��� • `•�e
ELEV=37.78 . \\
+'1,,�• o ` -
/ Ir\ I ELEV=39.33 ' I - .. ..�i�� +�cl�/ 84 S�f CLA` B // > ,
va
dill A
LOT #77 I �v ----. -,, , a
\ f I 1 LOT #92 1 LOT 153 �i r // /f 1\41)
• N ELEV=41.01 I ELEV=39.36 I LOT #128 _ LOT 230 I !
i I LOT #46 I �, ELEV=37.93 3 LOT #144 ELEV- ,5.03 !lin # f 1` I / f /
f 1 ELEV=40.94 u, LOT #115 I ELEV=38.03 - ® I � /
ALA I I I 1 ( — ELEV=39.42 , I I - I . . f a / J/
11 I I •. i ''��- ,� I 111111 LOT #231 I 1• I
1 LOT 78 f
I II 1 I ELEV=41.21 / LOT #91 3 ! \11111 EL5 I \ \ \,,\ /
+rf� I
I ► / ELEV-39.50 I LOT #127 T. !
1 LOT #45 — i\ 1
LOT #232 /
III
a,. I / 1 LOT #116 ELEV=38.14 + ® I = _. f1 ' POND #2 SKIMMER
7I 1 ' I I ELEV=41.18 �- -�^� / — I ELEV=39,65 I 3 !! �'j/� I WITH 2.75" ORIFICE ,
� ! � �- LOT #233 I � � � •.• �/
T #151 / \ -
I �.67 AG- _ -
I 1 I RAINAGE AREA LOT #79 1 SOT #152 I \, \ \ \\I
\\1 1 ex,POND 1 .. ELEV=41.18 ELEOVT 39075 3 LOT #126ILOT 146 ELOEV31581I1.EV=35.47E�/=35.04I ..�.` # I # ii
\ \ �; LIMITSOFECEIVE 'EELEV=37.92 ELEV=35.730) 1 II I 1I ELEV=41.21 — LOT #117 (_/ \ ► I ISTURBANCEII V I I — 1 ELEV=39.90 \ LOT #234 I ' ,, �' 1.411v 1�
ill'i :
f141 I 1 1:\
I \ ' o I
:; \\
I 11(� I I LOT #80 LOT 89 ,� / ,-... - I i
BY
I i I ELEV=40.94 # �°:,�'"` /�
LOT #1 1' e e —� LOT5/ I ' I
\ 1\ I LOT #43 ELEV=39.75 ` ��
1 I I i E.EV=41.00 LOT #118 ELEV= 25 \ .�►.: Q °Q - ' I _ \\'\ \ \;\ ® � - - '
I I
I , - — ELEV=39.66 ` jil ,.��
\ r 1 I I I A � ,.� G<9GI LOT #236 / 1 f N�F o 00
__ � 0u000Co oo°
LOT #81
031, i I/f f I DRY POND PAR TN t, o .°°/ /
f I I i 1 I / 1 "''� I / . f/ ►� Rol
1 II LOT #88 �-� -
i ELEV=40.69 I _ 1 - - / \ �� I,.. �"' át;,
\\ IMB 60 PG 1 •. • '• •I I / ELEV-3964 # LOT 237 y\ I ,i itELE 40.74:" , i :ss ` LOT 119 ELEV=3657 ' ' , \ # Q1 I 1, I \ 3271 - 21 -6967I �
�kiia ZONING-PI o o SEAL o e
I i l i I I lk
• .A;ra,.. =4's e • Q 5 e
m,-- e 1,4
3131 0
\ 1 1
1\ 1 .111 i \ 1 LOT #82 --e 1 / I _ \ ° 1 / ••F�G t�4,,V� •,0
1 1 i lix 4 11 ! EV=40.'G LOT #87 I ► / LOT #150 LOT #238 i �d �.. �� ° °RRY S.0,,,,
\ 1111 1 \I �. ELEV=39.48 ! LOT #148 I ELEV= 149 E 5.04 - / \a �T #269 11/9`iriO
LOT . +1 r / 1 ,,,. ';; LOT #123 ■•" \ LOT •
#149 ,,, ��,,-- `� � I � °8 0
i I II I e I I ELEV=4Q8 1 LOT #120 I ELEV=36.91 / ■fr--. LOT #147` / f . 7/
I I �- 3 - \ , - ELEV=35.81 `�, 1� T / ti,.
W ELEV-39 29 I / EV-35,73 #239 I,`v , .._. GRAPHIC SCALE
I I 1 I U _.-- ir� so G.
2s so goo
I I1 ir I / I / ELEV�3 .14 / r� . \LOT #268
!! ( IIII ELE\ \ OV=4016 I LOT #86
- e i 1 . r / �` ` */ iii a L a e,. r r • .:►.„:. .. •
'.•%�' %1� [ v-=#' ,8fl 1 inch = 50 ft.
No. Revision Date By Designer G5P Scale 1�^m50' DRAINAGE & EROSION G S P CONSULTING P L L CGRADING SIDBURY DEVELOPMENT I LLC Sheet No.
6626-CGORDON ROAD ENGINEERING
G5P March 2021 PLAN
C-5 •License# Job No. SEDIMENT CONTROL NGTON, NC 28411 WILMI910-799-3006 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel:[phone] fax: [phone]
P-0718 2020-0005 Topsail Township Pender County North Carolina

\ !i t \ g \ \ 1I ° \ t 1
® SEDIMENT BASIN CALCULATIONS / \ I / ( \ 1 \� ~ 1 ° \ �\.
\ , C OMPACTED SOIL 1
1 \. \ \ � 1 I \ / \ \ ' r slFl TSOyf / ` \
\ 1 SEDIMENT DRAINAGE REQUIRED PROVIDED PEAK Q1 REQUIRED PROVIDED SKIMMER \ 1 / \ PV DEV' L� MINT kli M �' \ --' /
\ 1 U \ DISTl7 BANC
I I TRAPPING AREA STORAGE .-.STORAGE FLOW --a -AREA AREA SIZE - \ / / _ \ \ ♦ > � �'G 6� 'I ` j \ 36" r
1 \ i o \I
II bEVICE (AC) (1,800cl .jac) (CF) t (CFS) (435F�/cFs) ,,,('SF) (in) ` ~ ~ ` `\ _ - \ \ - ,�, / // , ~N ;~N '271 `3�60c 0Q00 \ 'F� \F \ _
........... ..
N
11 I \ I \ SEDIMENT BASIN #1 40.67 73,197 109,560 s. 76.86, 33,433 75,520 5-.� \ .- a \ / / ~ �' \� e -- - ~ �/� c \ \ T I=1 1=1 �I�= -=1 -TI I 1-1 1- F
I \ 'ENDER 1fi6 LLG \ / \ \ / / / _ -� / � � N. � -' \ \ \ ® !I iliT,lTI,T,�I�II�I,il IIIIIIIIIii_fl, � l-;;,IIH
,,r, \\ I i SLDIMENT,BASIN #2 7.88 14,183 24,452 ' 14.89 6,478 18,242 2. \ / \ \ / / / - _ _ ,,/ \ FN` � ' ` \ III
�► I \\ I / / 7 . 5288Q000\ \ / / / \ l
i I 111\\ ° SEDIMENT ASIN #3 4.38 7,887 14,898 8.28 3,602/ 19,010 5 ZONIN PD \\ \ 4; AC.',. LIMITS OF/ / y �� ' \ �, �� \\ ® I 9.0' MIN. -� I 1
I I ll r. G AIN,AGE 'AREA / / / �,� y�, \ I ago 1\I:
i F \Ml '" '` -% S 53•19'43" E 947.01 _ ONI� 3 1�� 1 \�� \ / t d SILT FENCE ~ _ - I F rI I \ `�� BERM /
I� 1 \ - '. - _ I / , 1 - ELEV ' 35V` - .i E in �42.0 ,�® STU A \ �� \ N.T.S. /
C 1 11V\
EL"E 4173 I ..Eo V I, \ /NCE \1
ELEV=41:10 � 1 V /ITSF- - ''' - .--� r ,
N .' _ _� -- ` ' , ' r a a 1 o 0 0 J J I -.4- ._ ~ I rI e\ I e EROSION CONTROL NOTES j
I DISTRBA Cam" / I I o 1 0 _� .__. _ o o o r
1) 1 I 1 I r ♦ p o / l o 0 _, of 1 -,L I' 1". _ I i _
HI IC I J o 4 �� J J � � 4 � ► C / I
I 1 1 1 a r r LIMITS OF \ , ' / 4.38 . J • - d J J �� -. _ -. - . I \\ I / ♦ / / \\ „� \\ 1. SEDIMENT BASIN WILL BE PUMPED, DOWN BY MECHANICAL MEANS WHEN SEDIMENT REACHES 50%
I
\ / y
-®O1. 213
®C) r tJRAINAGE ARE' ■��r. -������____ I" N \ ( / r / V \ \ STORAGE ELEVATION AND MUCKED"'OUT•
I I I IISTURBANCE om �i����� ��_■.■_•■__�. __ ...
♦ TO POND ...........��■��_ ..�...�-.��..�"'��,'I4 \ 1 / / / \/ \ \/ 1\
I �1 LOT 191 ivi �.gs ' � '^�" 1'®� C"��'=�_� / \ '2. PRIOR TO USE AS WET DETENTION BASINS, SEDIMENT BASINS WILL BE MUCKED OUT
.�.- w w� w f�� MOMMIKIII _ \ / /
1 I -•nr�,, ;,: w
� \ \ ,\ PRIOR TO THE CREATION OF ANY IMPERVIOUS SURFACES THE FINAL POND DESIGNS SHOULD BE
il 1 \ 1 � `� - ; �� , � �•
..--.------ �;--- �tf _ _ �i %� _�. °5 ® 4 • °\ \ \ I I j 1 � \ \ BUILT. SEE SHEETS C-6.1-G-6.3 FOR BASIN DETAILS.
It. LOT #190 IN F ;, - - ' 0 �E� \\ \ I I I \ \
I I 1 I _ %�IIt KK _ ���1Mr II I I \ OR M TO BE INSTALLED PRIOR TO ANY
1 _ - 0 BE COMPLETED AND EXCELS
I 1 ► ALL I�fRK WITHIN ROW T P E
.ELEV 39.�7 -----� - - 0���1 � 4�: i \ A\ 1 I I p I AST
I 1 I Lm �,_ o ������� _------- I 1 11 A \\\ 1 1 I I J \ AIN E NT AS NEEDED
1 I LOT #189 SILT FENCE_ 41.1 �i �- s 0 1 o,, / \ _ _ i \ \ -.
I ! I �1 / r \ I ern`I I M �. F \ \_
�. \ DRAT G S�1 / ( LIMITS OF r` - TREAREA ,� 11 ✓// r \ `� N N -
� 1 1 : 1 � \v \ \ �. V:� \ \ - \ 1. AL I �, O S SURFACES TO DRAIN TO 'PROPOSED WET DETENTION BASINS.
�1 I 1 1 LOT #188 111110,--
3, \ r o 0 0 1/ SILT FEN ELEV z42:9• ANL•
I \ \ \ -- _ ` ~ * �\ ,� I
I \,!1_ I tl g / ' I r \ \v, ~ ` _ EL 41.56 r \ \\ r/ \ \\ \ \ O GRADING 0 E ��
� I
s
,� I 1111
I \ (it \ S,7 r r •
Y \ \ \ 1• Att o' S WITHIN DISTURBANCE AREA TO HAVE EITHER INLET PROTECTION OR A SILT
I I, 1 LOT #187 \\ �" ' ( r \ r ` - FF r ry.04.-% \ SACK INST ,t L \SEE DETAILS ON SHEET C-9. /y� I I v♦ ,v �' _ " II I \ \ / I \ \ \
,..., „,
,,
1 I r I \ e r \\ I /
o \' _ r 4.38 AC., , . c C---)14,29,.
\ ( N. \ \ PUMPING NOTES ` 1 /
1 \ r r. ' 11 1 I I I �' \ \ �, \
I LOT #186 IF
''' ! N. ' r ,,
_ r DRAINAGE ARE ♦ \I ", II ' ' \ ~ r ` - ' r \ '' _ r ' TO POMD #3 ,,� 1�\ I \ \\\ ` ~ \ I \\ \ 1. SEDIMENT LADEN Pls! IS CHARGE IS ONLY ALLOWED IF ITS DISCHARGED AT OR BELOW 50 //
I I ELE 88 ~� `` / • ♦ \ r • •_ -- I1 ,1 I e \ \ \ \ \ NTU S WITHOUT ER0S1�1 VELOCITY AT THE POINT OF DISCHARGE, INFILTRATED ONSITE OUTSIpE p'
0 \\P
r 5 ' \ ANY WETLANDS WITH 1 O'RIII�OFF OR BY USING PAMS WITH A LIQUID ',INJECTION SYSTEM / ;
1 LOT #185 1111 I
I / ♦ � e � r r r \ \ \ / / / '
1 -- -- - / 1"---.
I►114
I \ \ DISCHARGING INTO A DII�,T �A PLACED ON A STABLE SURFACE. / /
r / / r r r /1 ILOT 184 / ♦ ♦ ' r r r / ' ,��.r. 1 1 / r -• y /I I # IIIII j ♦ \ ' ♦ ! i / :; 11 ` ! 1 1 / / // ,- ' \ \\ STORI .WATER N`t?TES \ \ / / e
I / /1 _ 1i / u.\ \ /
1 r ' ' r '
1 i I ' \ I r r ' l ' ♦ r - / 14, • AC. '°t, / / / / /� \ \ 1. \WETLANDS ARE SIIQWN ON 'T�{ CLANS, THERE ARE NO SURFACE WATERS, REGULATORY FLOOD
' ♦ / , ' ♦ , tir - - ♦ = I,. a I // / / / \ PROTECTED VEGETATED SETBACKS, AND/OR PROTECTED RIPARIAN BUFFERS WITH
i T DE TEN o AGE AREA \ ZflNE ;. S�, IN THE;
I 1 I ( \ I{ 1 \ / ♦ ♦ \ e / T '�►ND 3 / ` ® - \ ' - ' UMtTS THE PROPERTY. \ \
I� 1 0 I 1 1 \ ' \ - , ♦ ' ♦ ' a • r , r \� ' j'y BASIN # I 1 IA- # r/ / l - ' \ \ \ \�" \\ \ j 1 1
LOT 183 III1§ C \ ♦ ♦ r { 1 - _..- 1
,1,)
' t \ r ' r ' r / \ r
I ��� .ss \ 't \ a ♦ r r r r /# A �\ ..,I1 ..._... / / / V A s \ \ l I 1 /
I LOT #182 �� r \ \ N. r r ' ' r r ' / r \ I // / / / 1 1 A \ \�� 0A / 1 j
I ELV=40. i�% �e \ , r r ♦ r / a . I I �' // / \\ _ _ - / \\ \\ `� �\ / ( j 1
v LOT #181 ill%
\ ♦ r r / _ 11
/ 1 w V ��� _ ® LI1tT$ OF r ' r r r ♦ ' r // r r /r ' / / ~ N.
\
r I 1 1 1 ��� �, \ IISTURBAt�CE ' r r , , / , r .. *,_1 / -- ` _ _ _ \ \ \ \ ( / l
i,) I `� \ I I
1 I cn LOT #180 111\\ - ~ ' r • r ,\ l I I► - _ f / • \ ` ' /- \\ 1 \ \ 1 /
\ 1 I / I i
/ � \ r • ~ \ _ -'' ♦ i / r ) ♦ I ' �,° [ • • It i � .__ r / / 1 \ I_� \ I I \ ° \ ( I
\ 1 I I j \'\
\ Or \\ r ' ` . - -- ' / ♦ ' ' ` a r 1 111 II w / \ // \ I\� 1 I I \\ \\ 1 I
'I , N..: \\ II
I 1 111-Lia41111
\ , \ ' r ♦ ' ' • 1 r r
\ \
llal I,.A '''' \ \ P \
LOT #179 '- \ \' ' • ' r \ ' I a +� 11 / I I I I \ I, \
4.38 AC. �_,11 '' °\ \' \ ' ♦ r ' ' ♦ . 1 ' I r I �t?. ,,� N I I I \ / j I I I I \ \ °\\ °\
/r \ DRAINAGE'„ARE \ \ r p a ♦ r I \ r IOW in l'. ,�o I 1 \ / j \ \ \ �i \�, \ \ \ \
\
•
/ TO POND #3 . , .. 111 \ r \ r ' ' ♦ ' / ' \ r I I ( I 1 \ a \ ��, \ \
1 \ / ( 1 \ \ ,> - \ \ \ \\ LOT 178 I \ \, r , ♦ I► - ( \ \
I l o l�LE 1 I 4.38 `AC. ,' `\ k\ \ , / e r \\ ' r ♦ ' l ♦ \ r I I• n \ \ / I \ \ \ \ / \ \\
1 I IRAINAG,E AREA \ \\ r \ r ♦ \ ' r r ♦ l' r a 11 •I I \`> \\ 4 s/ I \ \ ° \ ` \ \ NI \
LOT #177 '� POND . 3 \ `l ,\ \ ' r r ♦ 11) I 1 \ \ \ \ / \ \\
® I ► 1 1 \ \ \I ' \ \ Lrr r / r / I \ \ \ Y \ \
® 1 1 I x__. _. --- n ,-1111 r 1 ' r \ ' 1 r I LIMITS OF \ 1 1 \ \ \ \ \ \ �, \� \r ' / . \ r _ - _ / ! r , / ISTURBANCE I \ \ - ' \ / \
1 1 LOT #176 111111111 \ �` \ r I r / \r a i , \ / r / a 1 1 \ \
ii I� . 40R7 'C. I '4 LOT #174 , \-n \r \ ~ ♦ �' I r ' r ' r / r ' 1)- . ! a
\\ � / I I I^\ \�,` � ~ ~ \ \ \ \
IRA!' _ ~ r r ,\ - ` I \ \ \ \
ELEV 41.13 \ k
♦ \
• r '� 1 \
1 I TO POND ��' � \\ \ r ~ ~ r r •♦ r ' r \I r p` r 1 I\ \ \ ��\\ \ ee \\ \ \ \
i •
i \
\ \ r r ♦ ' POND #3 SKIMMER I \ \ I \ \ \ \ \N.
\ ,�y l
/ \ 1 LOT #175 \ t - \ r ' ♦ / M \ \ \ \ 4\ 1
\ r , r ' WITH 2.35 ORIFICE I I - \ \ ~ i ' _ / / \ \ \ y __.
I 1 \II 1 ELEV=41.42 �,;- \ r cS r N.
, r r r / , ` �. i` _ - \\ '' - - I / \ \ \ \ / \ \ \ \
v I 11 '': __._ 117 \\ LOT #173 , ,* ♦ ~ - � � \ r r r r ,/ ' a •� �I . I ~\ \\ 1 \ \ ,\ \ \\ \\ \\ �\ j
Iloom _ HH `ELEV=40.82 \ ♦ \ \ I \ \ \ 1 \ \ \ •,ry
I I _ w / \ LOT #172 \ r \ r c� r / r r I''I ' \ \\ 1 \ \ \ \ I \ \N. \\ /(\
I _ ram, \
I _"` k.,
' \ ELEV=39:97 ,\ \ '\ r , •
/ r ' a r •..' r \ \ \
- \ T I I \ 1 A / v x
1 I \ .4:., ' v ' ♦ / r ' a$4 SF.CLASS 9 r r \ I \ \ _.
I I 1 \ \ \
/', I I `� \\, \ LOT #171 . \\ . // r r a r RINRAR r_'. r.._ 1 I 1 N.
/ I I
?, ;-J, ELEV=39.57 r r \ , ' / ' r V 'I l
I / NN.0. ____,..„.../. --\ 0.
©i. \Ni
S� , r /rr r i I / I/ J \ r r
I I / ! 1 \
l / a ♦ I 1
/ r1
r
\- I 40.67 A't LOT • 0 , „-
_ '_ / `
1'
DRAINAGE ARAM LOT #62 t O 39.16. tc' ` r r C a� ' o r ' r N\: aI1\ \ rr1 \\ // / I 1 \II \I TO POND 1 ELEV=40.50 ss� �' 1 \\\\
, r ' , cJr 1 I /1 / \ \ / / I 1 // _lI I52
��, � LOT #169 \ r r ' r ' r ' / / , , \ \ \\ // � � / / // 1 /
1m 1 / I ELEV=38.75 '• A ` ~ ~ ' r "� / tt \\ \ / // - _ _ / / 1 /
1/ )I LQT #168 '� �` v ' r ♦ , , ' , i r /l �. /l r v\ V A\
111\
I, LOT 61 \ r J , -, r I I // // / / 3�---`
WITS OF # LOT #63 ELlV=38.34 v ,� I
I:
015TUR ANC ELEV=40.81 E EV=40.77 p \ ♦ \ ' /� � ' ' / ' r \ 1 \ / / / /
I S v / 1rI 7 .„---/
/
I 1 .� -/W' LOT #167 ' ! ♦� ~ / r l / / ' j 1 j 1 \ / -(//)._
/f ,/ •4- ; ELEV 317.972 \ ' �* - / / Q - J' I \ I j 1
I
leii lr, 7.-
, .,. a <� I \ ,\ j L / `� ` � \ o0000 000I l LOT #60 - I LOT 166 \ / r1. �- .' I f \ \ \ 000 C ®eeELEV-41.08 LOT 4 / \ °# �NITS 'OF 177
, -1' 1 ��`'` \ / °44 - ° °° oR���e®e11
a I 1 - #� i \ ELEV=37.51 \ IISTURBANCE ' 1 / \ I I \ \\ \ °°,� 'eei \-------- \ 1 ✓ , , ;i r \ \ I F / \ 1 \ \ \\ \\ _,_ .,- 8 Q, tiy°
`r ELEV=4114 ^y, / ---- / \ \ \ / ° ° y •
p.
i 1 1 I _ LOT #104 s '`� LOT, #165 ,� r � - _ ' 1P /� ; �.. \� �\ r \\ \\0f V DEVELOPMENT, LlC- _ \\ // N' JI \\ 0 031315 0
ri-\\\ ; , \I �- ELEV=38.29 ��,� • \ ` D'�-�, ., •fT / // iri�- °\ M�1T �F \ \ \MB 57 PG 8- \ 1 \ e �� °°° F °o
..
/ W II�ruR� eE \ \ 3�Z1 �23-600 0000 I ► ......04......'�I►� ° <,, °
\ h ELEV=41,36 LOT #65 _ v \ r 1 R °"""" PQ o®°°
I B LOT #164 / z \. \ \ \ZO G- _ / _ _ B® 'R . ? o0
I 1 klil
11IELEV=41.14 u, ` ELEV=36.69N - / `�. \ \\ \\ \ \ \ \\ - -- ' / /l / _ - - _ _fe�,%9r .21
\ 1I C1 i / / \ \ \ N \
`--. _ - I II I I 1 I l �' I -----F I I / \ \ 1 \ 53'�9'�5" E 349.15 / GRAPHIC SCA E
1 11 I I 1 I I I I ll I 'am, LOT #163 / ° .� \ I f -- / if�. \ so 0 250 700
' LOT #58 I ELEV=36.27 -,s/
\ y - \
/
45, DRY POND1 RART RS,. .:.._ ..
�" I \ I ELEV=41.48 1 LOT #10 13 /``� / / / 67 AC. ARF \ \• ` \ �\ \-�
I / I o I LOT #66 ELEV=38.3 � .p\• l �. _ ► _ - ► e"" ' _
,1 / r pie �''� I II - A '. . A
1V I 1 inch 50 ft \
No. Revision Date By Designer scale "_ , GRADING, D RA I N AG E & E RO S I O N & PREPARED FOR: GSP CONSULTING, PLLC GSP 1 50 Sheet No.
Drawn By Date SILO RIDGE SIDBURY DEVELOPMENT I LLC
GSP March 2021
6626-C GORDON ROAD ENGINEERINGC-5 .4
License# lob No. SEDIMENT CONTROL PLAN WILMINGTON, NC 284116626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
P-0718 2020-0005 Topsail Township Pender County North Carolina 910-799-3006

1
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1 r_/ ►�` 1 O O / O ► O C� O O eI O �/ p 1 CD . O (T'�I O O O O �T'1 O p O O �� I ' / // /
r`� I r 1 /� ` --I /' -f/ --1 ---1 -- -- I e --1 -t 1 =+,.. -i �l --I -� -I -1 -1 --i ,'i -► --I --i I ' o e 1
rI- r- { r.- O 1 ----1 / ~ 1 III / I�/ I I?/ III I I t _ �-` o/o /// // I
--�I p 1 N 1 N / N s '/ ►G� \ N N/ N N , N N e'N 4 N N N N 014 N\ N N N C1't N _N I '-. . . ---FOREBAY ENTRANCE,.r // i
/oI
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I N 1 0 p 1E � I : --A I -{� 1 / t 1 E . 1 v /
I / \ FOREBAY EXIT //
e oo I _/ / FOREBAY EXIT I •
- ) i /
e / I L 1 _ ELEV=26.0 / �/ FOREBAY ENTRANCE x3°.Qn9 -...:4- ._ _ _ __I / / / //r 29.1�i 2202a.° I
-IJI .,L / ELEV=26.0I
/ % ` // °. �- . 42" BELOW P' . x ELEV=24.1 / r 4 ° BELOW P• • 1 �� /� �xze3,qq�� 3 34 05'307..ta /111,
x29.ta
- - -� / / • '� I ••"Iiimmiimimmummummimmommisimimm PP sty 1 � T X:j/ / I.
--- ----.,r .. - r:1 milmillimillillimilillitlibligilialaalM- - INIIIIIIIIMIIIIIMMIIIIIMIIIIIMMIIIM. .,, , . . ... .. :i .:...... . . . ... ... . . .. MI IIMIIIIIMIIIIIIIMIS-g
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'� - - ,� do ' N•MA .I��,�_ SEDIMENT STORAGE-25.0 _. - . !� / �, I
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/ EL OTTOM ELEV 24.0
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\ r/ / / FOREBAY RIPRAP �+�%'>'+' . 30 ' _ ,°.,! , • • •
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x29.75 FOREBAY BERM ELEV=30.0 FOREBAY RIPRAP .+ i�''+'
/ /2 \\ _ _ - - . :` ELL ► '�-' .//1. az.3o• •� ' " F =30. -_ = r
Iparaveork
--.4-,...........„x 3Wl3 '^----X„,4.3..48 ./ / 1 .-- -\,...,.. 7_... 7 _ \, :,,, / ii / i
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/ \ a �� �EMERGE�L"AY - S AGE=20.0 0
// $ir// \., \\ r _ r �� �� ' \ 1+, EDIMENT STOR \ / �F ,- / g / / /r r
/ _v \'\. ♦a BOTTOM ELEV=19.O \ , ;•.,. / x2 7� // // I
r/ - - Z 5:x5 ,- ,,, / /
/ / _ a ` r s• �� T 1 1UTLET ej•4:�� ,,•+�r►HMO'' o �i.oa `/ /
/ 9 2 �� J t r+�r,. _ ate` 42_ i i ilkr r+� �ores - /' - x 7.81
FOREA 'Y 13T • �� •• . .. „hp • ,'�, +,, �\ ?�i °+! O;,• • 0-1, / x3o.o8 I jil'
.0 W'15' ��� , \ • -----, \ '� a 1► 'ti \ �'�'';;+�i'�` ' / 0� W40EELEV=32.75 eejr 4" ' �� � ��\\ ` �' ---- `� �� •`. - _ _ _ \�' �ii; � ;��� ,// / f CLASS B RIPRAP - /` /, I
/K/ ai //IR, °. E LEV / i� � \� . �.\ tip , •+, r+�;,�.� / / �/ EMERGENCYSPILILWAY // ` / 1 I
-- 1 // �/'•\� MAIN POND • `�2.� ®`` ` -- .- -•.. '�\ �+,�+�ril / / 0 / / I I
r3 // BOTTOM ELEV■20.0 � a �. 1 1 / w 4, '4+, r,�.. / _ __ ,:. /- __. ._.. / ,� / 1 I
-O• Y/ •
�� A.! SEDIMENT STORAGE=t9.0 ® � 1! \_ , •+ ;/ /! /1 r �� 1��r����+ ���• � p a a V �� • I•lk ✓ / / ° / / I \294 I +r�1,1A LE 22.01 114!!,:f. \� ,* INV=27.i8e *.a a \, • ,./ / / o \ o //I
96 l fi � \�/ / �iJ� IS ,� •9k /� _ .� _ • \ 4T- - HDPE `♦ f ' +� // 0 / / /f \ \ / I
/ 0 •`' �_ EtF BATT9M ELEV=2&�- -�'x;'' / / \ f o/ �, AL POOL�tEY�48 5 _ OUTL T.. 1 a / r �IN TRANCE 1 �� . . . __//�,- -- . . ANEL-F-B3-ELEV=29.0 - .. - RSV „:„...„"i \ > '.��\ '`� / // / \\ ~ ' _ _ .'/ \ \f \ a :,16/,1 / /f e \ \\ e
ELOW PP 1y,, / v e �.., ,�,, / f_ ESd= • /NI
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N N I I \ I / / / / o e / - / x 32� e
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SLOPE TO TOP L=15' -
NOTES: OF POND VARIES EL. 30.0
1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE. 3.1 MAX
3:1 SIDESLOPE 6'�'6' 3:1 SIDESLOPE 3�I � N 24 EL. 29.5 24
2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED SLOPE TO TOP - - - - _ ELEV=31.20 J ta
/
TO DEEP SUB-SOILS, THEY OFTEN LACK THE NUTRIENTS OF POND VARIES NORMAL
-- NORMAL POOL �L�V=�90 I /
AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS NORMAL PO L FILTER FABRIC // 12" THICK CLASS
GROWTH OF PLANTS. ALL LANDSCAPE MATERIAL, 3:1 MAX
�� ELEV=25.0 ESIGN ELEV=20.0 DESIGN 6:1 SIDESLOPE 'B' RIP-RAP
�� 7 Tr LEV=24. ELEVATION SEE STORMWATER LANDSCAPING
INCLUDING GRASS SHOULD BE PLANTED IN GOOD TOPSOIL. -��I�O���''O�r���`. 6:1 SIDESLOPE ELEV=19.0 ELEVATION
NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR I �,���A,*��,�`4".� �_FOREBAY POND PLAN DETAIL AND PLANT LIST FOREBAY RIP-RAP
PLANTING IF AMENDED WITH 4 INCHES OF WELL-AGED �,4► i '�4�.�•P•O•I•�•I•I• 4.: BOTTOM BOTTOM FOR PLANTINGS ON THE 6 N.T.S.
'► • • • • • • • • • • • �' ��� WIDE VEGETATIVE SHELF GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
COMPOST TILLED INTO THE SUBGRADE. COMPOST SHOULD �•i•i••• 940•A•m•,.11110 •••�t•����
�jt�> •001.i�- -•'�••11100 A,#•1 FASTEN WITHH J-CLIPS ATTACH TO A 1 1 4" x 1 1 4" x 1 4"
MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY, �' y�•�4I" - _ - • • • :1�111:4•��� NORMAL POOL SHELF BOTTOM POND SHELF BOTTOM POND BOTTOM SURFACE AREA SURFACE AREA AVERAGE ' / / /
4, Are.* . .-. I CI“ - fie* DEPTH AREA AREA PROVIDED REQUIRED POND DEPTH 5'x5' GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING ., 4140 - --'P1CKERELWE-ED' - ' • .• *' ELEVATION ELEVATION 5x5 CRETERCBOX
D
� h�is� • ••- M � • -.-.�.-.-.-.•.- -•� •� (FT) NSF) _ (SF) (SF) (SF) (FT) ORN BRECK BOX OUTLET STRUCTURE - 4" MAX TRASH RACK OPENING
REQUIREMENTS FOR PLANT SURVIVAL/REPLACEMENT. •. .•.•. .PLANTED-24. ON. • - .- ...... , NO PLANTINGS RIM ELEV 32.00
/�•�••� - 29.50 29.00 9.0 36,342 11,173 39,909 30,366 6.09
#;• ♦ •-® DENTER•5EEvCH'ART'•.'.--•.•.•.•.'- WITHIN 10' OF
.•• - WEIR OPENING (TOTAL LENGTH 15.0') TOP OF BANK
i BD' 01M.OE-•-- •FOR-#•®F-PLANTS .-.-.-.-•-.-.-•_.'--.-.- OUTLET STRUCTURE _ _
• TT • �.� - - - - - ,�� POND CROSS-SECTION PLACE 1/2" GALVANIZED HARDWARE �. L=100 ELEV. 34.00
"Poe:
• GETATEQ--•. -• •- •-•- .•.•. •.-0.1•4� N.T.S. LOTH OVER OPENINGS _ 24 24
,0 - -$HP-E-'•' - - •- -_•- - - • •' WITH STAINLESS STEEL FASTENERS " "
W1141 • - • - - ''-'. -'- --'.'.'.'.•. .-.' ►�111, ELEV=31.20 / N, O, r,• • •• - - -. ' /•••4 _ / ELEV. 32.75
�• N � `�*s � , +1��•••••4.' .•. ,•. �•� .- - / FILTER FABRIC-
•+� '� f ��••••• -'-'-•--. .I•••I #� - / 12 THICK CLASS
�•►• 4 ..A*j����Nk;•�•�•� •_•'•'-•---_•-- .�•�•�� I FLOOD POOL EL. 31.20 / 'B' RIP-RAP
'`4 . „t . 0�ro ••.�• •• 47. 5.5" ORIFICE H. BE C OUTLET
0 CAP F\\�- / 5-48 CULVERT 1.00
SHALLOW WATER ��I14711:111.4
• �i�i811-41),1:4
i• � TOP OF - ,. EMERGENCY SPILLWAY
SI:Nil %► GETATEDo NORMAL POOL EL. 29.50 / / N.T.S.
SCARLET ROSE MALLOW & � „�, � ► SHELF - �CARDINAL FLOWER ♦�0�� �� �OI�► S�,OPE - - f
PLANTED 30" ON CENTER ��4 *laxAA►� 6:1 SIDE
SEE CHART FOR # OF PERMANENT N NV. EL. = 27.05
SHALLOW LAND PLANTS POOL S�j VI 2 FT MIN. '-
TYPICAL VEGETATED SHELF isi�i "
PLAN / EXTENDED BASE
LANDSCAPING INFLUENT
STORMWATE
SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM) = 3,486 S.F. PIPE OUTLET STRUCTURE DETAIL
@ 50 PLANTS PER 200 SF (24" O.C.) =872 PLANTS 6EIJJEUJEW_
NQTES: N.T,S.
PLANT TYPE QTY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES IIIIIIIIIII
I=11- - I f I-I 1 1=1I I-I I1=1 I
436 Sa ittaria latifolia Duck Potato CENT. 4" Pot 24" O.C. III-III=III=III=III- ill-III=III-IIt-III=s 1. DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 20.0 IN THE MAIN
g 1=III-III=III=III-III' FOREBAY ENTRANCE TO I=III=III=III=III-ITI
HERBACEOUS -TI-III-III-III-III=111 " 36" MIN III=III=III=III=Ili=III POND AND 25.0 IN THE FOREBAY WITH SEDIMENT STORAGE DOWN TO 19.0 IN THE MAIN POND ••00 ••°
436 Pontedaria cordata Pickerelweed CONT. 4" Pot 24" O.C. 1-111E111-111ET=il1=1f1 BE A MINIMUM OF 24 III-III--III141.1.1,41341 MAIN POND
:ill=III-III-III-III=III-II 60" MIN 11=111E-111=III=III-111-III-I11_ AND 24,0 IN THE FOREBAY. owl
,00°°°
BELOW FOREBAY EXIT ••�i► RO °.
1 111-III-ii=III-III-ill-II I=III=III=III=111=111=111=111E-111= 2. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SYSTEM AND DISCHARGED TO o•�� ° °° °°° 4/ °°°
'11-111-11I-I 11E111=111-111-I 11=111=111=111-111-I 11-111E111E111-111-1 _
T1 I=11,=1 I E IEI I=rna1 -- I=i I ICI 1 E 1� 111-11 1-111-1 I la I R 11=111-1 I r III-ITI 1 11'--m- THE WET DETENTION POND. °° o ,�,°°9 o
III=FI_=1Jhi-111=111=111=111=11_ _ = I-III-III-11ETIEIII-idIiIII-111.IT-I-1I1=111,=1T_I=FI EWEIII-ITI-III-III-I 3, POND WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY. oQ�' / o
(NORMAL POOL TO SHELF TOP) = 3 54 2 S.F. -111-111-I 11-I 11-I I a t i III=ill=` _-= i-1 I EE I I-1I 1=111=111=111=111=111E-111--III=111=11 i=111=111=Ili.-111E-111=111�111=111=111=1 I I-1I lE a ,
SHALLOW LAND COMMUNITY (NO i111<I-iII-III=III=III-III=III-III=III111=III=111=III=II=III=III=III=III=IIIE-I11=111._III=111E-1II=III=111=IIL-III=III=M=III=III=III=III=1 4. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WILL BE MUCKED OUT & PRIOR o ° SEAL• °
@ 50 PLANTS PER 200 SF (30" O.C.) =886 PLANTS -111111E-1^I-I-11i�111=111=1I1=T=111=III-IILIII=III=III-111=III=III=III=I11=III=111=1111�,III=i11-III=1I1-111-111-III-111-IIi=III=III=ill=III. TO THE CREATION OF ANY IMPERVIOUS SURFACES THE FINAL POND DESIGN SHOULD BE BUILT 0 031315
-111-111--1 f 1-i 1111�e a111=j1 IELU=1_i.(=111= =1 EE I;,I I 1=1 i1=IE-1 111=1 I IELLI1=�=111-ILJa -111 I 1=111=1!1--1 f 1=111=L=11 f=ill=1 l 1=I i 1=111=1 0 ° °
PLANT TYPE TY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES -iif-111-I - III-III_;!!1_III-1.L=111 11. -III®Ii-111=III=1Il=III-III-III 11-111E-1II-LIl-HI-III-111=III-i11=111_III_I11, POND SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT, GRAPHIC SCALE °° .,S
Q „ "I�l.11.h Ill iIII�;Ill�lll °-III:III-III-lI1=111�I�' +I,III-ill;91" '=111�Ill-lil-III-111,;.II1 °°° ci.N 114." °`'
I_n iii-n-L - . -ITI- 11-111EIIIFp11 5. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX. 30 0 ,s 30 60 ° ° ° k •
o
HERBACEOUS 443 Hibiscus coccineus Scarlet Rose Mallow CENT. 4 Pot 30 O.C. -1i, •'I-ITI-I'' o°° qR°°°°°°°° PQ •eo
443 Lobelia cardinalis Cardinal Flower CONT. 4" Pot 30" O.C. FOREBAY CROSS-SECTION ®°°°•$R��,,aaY�S®®��yPyy�•°•••
N.T.S. 1 inch = 30 ft. 0�°7.22, b21
No. Revision Date By Designer GSP scale 1"-30' PREPARED FOR: GSP CONSULTING, PLLC
Drawn By Date I � SIDBURY DEVELOPMENT 1 LLCSheet No.
SILO R DG WET DETENTION BASIN #1 DETAILS
GSP March 2021 6626-C GORDON ROAD ENGINEERING G I N E E R I N G
License# lob No. WILMINGTON, NC 28411 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone] •
P-0718 2020-0005 Topsail Township Pender County North Carolina 910-799-3006

N.
jj / x 28.86 .x 2796 �._ \^ \ /,, /
N /ei0.88� x 28.46 I • / 1.--------:-N'4
x 33 04 .1:::
x30 50
7/' r a \,``'��25' IIIDEI_ 31.75 \\ ~ 9.72__.____._ ..
/ t//r --. \ „„, ,,,, . . / ....-r, �\ WC1S�$ RIP' • ' \. • .
`� `, MERGENfl� RiLL�VAY - v �, 15i.-*--''''.'-.------''s''...-....:/..
s
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4/ /� \�
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Yti./2 3.() ''' . .. • •
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. 2-.-9.• .,,,q. -/-
1�. fj -r YY I- I \\ �\ \ '' o
• ..
7' / .5 4 1 . . 4* . .
'". , E f� E LEV 1► �� �\ \ �`
1 \ \ \
`� ��/ • MAIN POND ' �� � \ �. �.`' �•,
- -_- /VI �/ , BOTTOM ELEV=20.0 �� '' \ \ i-- - -- •
// 11L , • SEDIMENT STORAGE-19,0 �"� • . _- °t,,_,
0111001110A '144.54litik. if. : '. R •.,, • /
1 'i If FES
x29.9s 1 "�� I -
x3o.i6 / / �.�' �j;,� LE 22.0 �►r ���..•�. - ..- . - `� _.� � � � � INV=27.0���\ � �.`-�..
x290G • *,x29,345" RA 21.r `���4�f. // t :: `'�.
• x 30.04 - •
--..�.
/ 9.96 *lir 18 Ilt V yg\
/ .... -://::::::::- SHELF [)OTTOM ELEV=28.0 , ., . O/�o \
/ 4,"/ f 1ORMAL POOL ELEV-28.5 UTLETFOREBAY ENTRANCE • �.r---- - HEtf�91� ELEV29.o f�Ox
_ o
r' ELEV=21.V art ------.--.---.-- --) • / ,�
90" BELOW PP 1 / 0� e
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r7-- L IN,, i I rn T v
SLOPE TO TOP L=15'
NOTES: OF POND VARIES EL. 29.00
1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE. 3:1 MAX
2:1 SIDESLOPE - 6'--6' 3:1 SIDESLOPE ELEV=30.00 ' --I24 EL. 28.50 "' 24
2, BECAUSE MOST STORMWATER BASINS ARE EXCAVATED SLOPE TO TOP
TO DEEP SUB-SOILS, THEY OFTEN LACK THE NUTRIENTS OF POND VARIES ro P -- NORMAL POOL TLN= 850
AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS 3:1 MAX NORMAL POOL 12" THICK CLASS
GROWTH OF PLANTS, ALL LANDSCAPE MATERIAL, _ELEV=22_0_ ESIGN ELEV=20.0 ESIGN 6:1 SIDESLOPE FILTER FABRIC
�I���I � -_ 'B' RIP-RAP
INCLUDING GRASS, SHOULD BE PLANTED IN GOOD TOPSOIL. 404.4P•ri v.. LEV=21. ELEVATION 6:1 SIDESLOPE ELEV=19.0 ELEVATION SEE STORMWATER LANDSCAPING
'f 4441+�44 $�`. FOREBAY POND PLAN DETAIL AND PLANT LIST FOREBAY RIP-RAP
NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR , I***AAA_-- - _I���� �- �- ,PLANTING IF AMENDED WITH 4 INCHES OF WELL-AGED fI(I= �ti!•�•�•�•�itri�•��•:���� BOTTOM BOTTOM FOR PLANTINGS ON THE 6COMPOST TILLED INTO THE SUBGRADE. COMPOST SHOULD I ► I���• •�•�•�•!• ��•�•�•*����,0 WIDE VEGETATIVE SHELF GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS. N.r.s.
1%':••� •4�•••+•�•�,� POND SHELF BOTTOM POND BOTTOM SURFACE AREA SURFACE AREA AVERAGE FASTEN WITH J-CLIPS, ATTACH TO A ¶ 1/4" x 1 1/4" x 1/4"
MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY, ``#9y •i - ••••••••��� NORMAL POOL SHELF BOTTOM GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING �, I�i�• 1� -• •`•. CRER WE -.•.•.'-•.-.' •'• ��!• ELEVATION ELEVATION DEPTH AREA AREA PROVIDED REQUIRED POND DEPTH 4x4 REINFORCED
••••••-•-'-••••._ (FT) (SF) (SF) (SF) (SF) (FT) CONCRETE BOX OUTLET STRUCTURE - 4" MAX TRASH RACK OPENING
REQUIREMENTS FOR PLANT SURVIVAL/REPLACEMENT. W�•�•4., , - • ---.PLANTED-247"ON.'.'- '.:-_-: NO PLANTINGS OR BRICK BOX RIM ELEV = 31.00
•••I' - •t;E141TER-SEEE-CHART- WITHIN 10' OF 28.50 28.00 8.0 9,754 727 11,546 10,858 4.16
��• . • .--•••-: - •-•- WEIR OPENING (TOTAL LENGTH 5.0") TOP OF BANK
B TTflM.OE�.-.-.w�F� -#-®F PtANJS-------------•--:--•
----.-: -� OUTLET STRUCTURE POND CROSS-SECTION PLACE 1/2" GALVANIZED HARDWARE -
-
-
-
- L=25' ELEV. 3B.00
AN
• • • •0011 �
r^c/11.111:47
Oriti . GETA`fEQ '. .' '. .•.'.-. N.T.S. LOTH OVER OPENINGS �
lif ••SH�1_Fw:.' • - .:.:.: :.:.: • :.- :...-.-. �•• ���� WITH STAINLESS STEEL FASTENERS v L24" I�, � 24"
V414411111_- ---. - • • • .'. ►• j� ELEV=30.00 i N *out,
. «r-,
AMIIII :•:
- - .-. .. .'- - - - - - E• ` , ELEV. 31.75 _x: �
. . . . . . .
*tos.6;� +*•_�,�,�•14` �:;4 +==`; -':-:::-::. - FILTER FABRIC
12" THICK CLASS
I SeICI' � • ��0�I��+►.�•• • � .-.--•..•_.--- .-.•.-. . . • r�O FLOOD POOL EL. 30.00 i B RIP-RAP
A S- • • - • - • • • •� 4" SCH. 40 PVC OUTLET W/CAP 7'-24 CULVERT 3.007
• ♦�•••••�- •- :��•••••i 2.75" ORIFICE TO BE DRILLED INTO CAP FRF- EMERGENCY SPILLWAY
SHALLOW WATER ���`►�.o�•!•p•�e. . •������ TOGEOF v\
`���l i•••••0•P v NORMAL POOL EL. = 28.50 / N.T.S.
SCARLET
CARD NAL MALLOW
FLOWER �:����I�.�`.���i�IO�,► SHELF 30" -
14 ��/� 6:1 SIDE S1.0PE
/
PLANTED ON CENTER �i.�I,��
II SEE CHART FOR # OF PERMANENT N�NV. EL. = 28.50
--
SHALLOW LAND PLANTS POOL S�j /I 2 FT MIN.
TYPICAL VEGETATED SHELF INFLUENT
/
LANDSCAPING PLAN 13.
" EXTENDED BASE
/
STORMWATE /
SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM) = 1 ,686 S.F. PIPE OUTLET STRUCTURE DETAIL
.1 @ 50 PLANTS PER 200 SF (24" O.C.) =422 PLANTS 1IIIWEII N.T.S.
PLANT TYPE QTY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES 1-=1=T�11=1-1. NOTES:
1=1 I-_--_ -III--III-1 I�I I I-I I
III-III-ill-III-III- III=IIIilmil I=III= 1, DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 20.0 IN THE MAIN
211 Sagittaria latifolia Duck Potato CONT. 4" Pot 24" O.C. 1=III=III-III-III-(li_ FOREBAY ENTRANCE TO 1=III=II{=11�lTl=III_
HERBACEOUS -III-III-III=III-M=(11 36" MIN IIIEITI-111=111=111=III POND AND 22.0 IN THE FOREBAY WITH SEDIMENT STORAGE DOWN TO 19.0 IN THE MAIN POND
211 Pontedaria cordata Pickerelweed CONT. 4" Pot 24" O.C. 1=111=IIIE-EML- .11ELLIE111 BE A MINIMUM OF 24" 11-11=111=11ElI1E-ME-1.1 MAIN POND
ow aoo
II-III=III-111�11=III=1lI-III_ AND 21,0 IN THE FOREBAY. ,,°° C o°00°
11E111=111=III-i11-III11 60" MIN BELOW FOREBAY EXIT °•►si Dos
°°
11III-III-III-III-III-III-11 1=III=III=111SIi111=111=III=III- 2, ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SYSTEM AND DISCHARGED TO .° ' E 4 °®°
11-111E11►=111-I 11-111-111-I 1-111=111=111=1 I C(1=111=111=11(=111=1 _
'11=11_I=111-III=111=111=III=1 - 1=1ii=Fra11=111=11I-mat Ili-111E11-T-�=III=,= THE WET DETENTION POND. ,.e.F. ,�,"e,9°°°°
4.0
5 TI1=111_G,--1=iTI=(II._II_ _ _ I-III-III-E-HF IhT-III-III=11_1=111E11C-Ii-ilhlllE-lll liEt11-�=III=111-1 3, POND WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY.
L T O SHELF TOP) = 1 714 S.F. -111111E11(=111-I 11=(i 1=111.-111==,r-=_-1-1 I I-1 11-1 11-1 1811=1 11=1 i I-I I is t o 11=1 I a I I-1 11=1 I III=III=1 11a i is I e I 1=i11-1 I I 1 l �� SEAL fi ° a
SHALLOW LAND COMMUNITY (NORMAL POOL 7 IIIEIII=III=11f=Lll=III=111=111E-WEI11=111=M-III=111EilEllEllIaII=III=1i1.�111=III-III=111E111E111a11_111-=111_III_IIEIII_ill III _ _ 4, PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WILL BE MUCKED OUT & PRIOR e " 8
50 PLANTS PER 200 SF (30" O.C,) =430 PLANTS -III=III-Ili._111-:1111111-111-III=IIIE11=111-III=11i-a11=1110E111-III=111=111E-IIMII ,III=111E111E11E111._111=111-III-III=111-III-III-Ilk
@ -III EE-di1-1111�111=�LEFFIIEI El_IIEi=111a1Ell IIaII_lll_III-III_III_I1 -maII-TIaii=111,_I11=1J.=11E111--=III=I�I-1 TO THE CREATION OF ANY IMPERVIOUS SURFACES THE FINAL POND DESIGN SHOULD BE BUILT 031315
QTY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES -!�-111�M=m-111 411E al_I1�11=111�i11L -al H11911111111=1_I11�1111_�IIF II IE E111=1111 11-11 411.41_ffiII it POND SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT. GRAPHIC SCALE °°° �oF �Q�oo,
PLANT TYPE Q BO _I!I_I11=111_I III EII- II- _
215 Hibiscus coccineus Scarlet Rose Mallow CONT. 4" Pot 30" O.C. "1_"_"'- "III-1111�II(='' '=11F°' -II 111111111EIII-'' 5. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX. 20 0 10 20 40 °
HERBACEOUS ' c `�' 1 I ° c . °
° 0p00000000 •
Lobelia cardinalis Cardinal Hower CONT. 4" Pot 30" O.C. FOREBAY CROSS-SECTION °°°°gRRY S.PPe°°°°°
�a,eyoy��9 °
215 1 inch = 20 ft. o1°7y"�b°21
N.T.S.
-
No. Revision Date By Designer GSP Scale 1"-20, PREPARED FOR: GSP CONSULTINGPLLC
Sheet Na.
Drawn By Date SILO RIDGE WET DETENTION BASIN #2 DETAILS SIDBURY DEVELOPMENT I LLC 7 C-6.2
GSP March 20216626-C GORDON ROAD ENGINEERINGWILMINGTON NC 28411
License# lob No.P-0718 2020-0005 Topsail Township Pender County North Carolina 910E799-3006 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel:910E442-7870 fax: 910E799-6659
II

I ,/ , „ N
--- / /
i
rotor 4 ,-,,,q,,,/ ,
1 � LOT
f
t \ t t ,,,,,‘ / / / ... ... -- --- ---- --,_- -- -- t ,
-- - 20' WIDE'ELEV=36.50 , f t--7---7 ..
® -- -- W/CLASS`,B RIPRA' v� � ', / ' � " � _ • � f-' L 0 T h
EMERGENCY SPILLWAY /, - lt ,� / • �_ p--- .-u
' _______
' ' i, _ __ .._ __ _
C ~,,,
, � /
AL, ,
,.
, ,
t It
...,....,.,„ , /
�,'�;�,- �� i:�D� �•�?.�- irk • ,` -7 / _"� \ • I 0
VelefigirikA 4_
l �,� ii
�;,r�NA ,, •
` CEO
/ l/ CA . I ,,
' fl• • MAIN POND;fir BOTTOM ELEV=28.0
/ �` �lj rr SEDIMENT STORAGE=27.0 ,.;�,. .:; !j•` RIPRA' I
-- • • �� . 'i �•ii L '4.5
�, iii,7,......>""
__� ---� � ' �T F�' ' CJ ilivAi
I FO'EEAY �.� '' L�
aTTOty L_V3 �i�� , T #rC
• • .. � r��,f ED T • � it
�I I _ ��
FED _ NORMAL-POOL ELEV/ 3
__ ELF BOTTOM- ELEV 3, 'e
�IV 33.00 FEE ( ... SIIELF TOP ELEV=35r0 : : : � r
,�. �,x� 50 HOPEImmilmmig �� • /
��, ►` @ 3.00
,. \. O : A Y ENTRA SCE
•
1 l \ FOREBAY EXIT
I_' V29.0
b.
ELEV=31.0 ._ _. •_ � �
FM FM ' FM FM FM FM FM f FM FW FM f FM -FM FM FM I FM°I FM-
' f
` /
' •
r 096 M 6� S /< f
P / /
'
SLOPE TO TOP L=15'
NOTES: OF POND VARIES EL. 35.00
1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE. 3:1 MAX
MOST STORMWATER BASINS ARE EXCAVATED _ _ _ _ _ 3:1 SIDESLOPE -'6'`� 3:1 SIDESLOPE ELEV=35.40 3' � 24,F EL. 34.50 ��` 24'
2. BECAUSESLOPE TO TOP I-
TO DEEP SUB-SOILS, THEY OFTEN LACK THE NUTRIENTS OF POND VARIES gigAM -- NORMAL POOL �LLV4�a0
AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS 3:1 MAX NORMAL POOL
GROWTH OF PLANTS. ALL LANDSCAPE MATERIAL, - _ ELEV=30.0 DESIGN ELEV=28.0 ESIGN 6:1 SIDESLOPE FILTER FABRIC 12" THICK CLASS
INCLUDING GRASS, SHOULD BE PLANTED IN GOOD TOPSOIL. ,��/-�'' ��,*4•14ir��`� , -6:1 SIDESLOPE ELEV=27.0 ELEVATION SEE STORMWATER LANDSCAPING 'B' RIP-RAP
LEV=29. ELEVATION
NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR I4.4 �OI�i�!I,A�,�����.. ♦� `' ±OREBAY POND PLAN DETAIL AND PLANT LIST FOREBAY RIP RAP
PLANTING IF AMENDED WITH 4 INCHES OF WELL-AGED , 4,#' 4. .•••••••••�•�•�•••�••toE40�� BOTTOM BOTTOM FOR PLANTINGS ON THE 6'
,�ice• • • • ••• ••• • • ••• ♦ GALVANIZED BAR GRATING 1" x 1 8" BEARING BARS. N.T.S.
COMPOST TILLED INTO THE SUBGRADE. COMPOST SHOULD ��1' •••• •.4110 �•24•1144••=:••••••44,C#►• WIDE VEGETATIVE SHELF /
MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY, f` �'�► • •�•��a y ��••••••����.� POND SHELF BOTTOM POND BOTTOM SURFACE AREA SURFACE AREA AVERAGE FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
40/ wiry -. .•. ,i -CK=POTATO-& ...-.....•.• lam:•••=•i NORMAL POOL SHELF BOTTOM DEPTH AREA AREA PROVIDED REQUIRED POND DEPTH GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
i `••••s • ELEVATION ELEVATION 4 x4 REINFORCED
3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING • • i - - - •.•.P1CKERELWD,--••- •••-•.•_•,•,•-•N • (FT) (SF) LSF) (SF) (SF) (FT) CONCRETE BOX OUTLET STRUCTURE - 4" MAX TRASH RACK OPENING
i� •••••�- - • '- --- - - - - �' OR BRICK BOX RIM ELEV = 36.50
REQUIREMENTS FOR PLANT SURVIVAL/REPLACEMENT, ii fl•••!r ••.6:ANTED"24""ON. -•••.-••.- NO PLANTINGS
0#,i2111111# ••• - •*- •ENTER-SEE•CHART::.•.•.:.:•:.••••-••- .•• WITHIN 10' OF 34.50 34.00 6.0 9,190 1,683 11,399 8,846 3.42,,.. WEIR OPENING (TOTAL LENGTH 5.0') TOP OF BANK
•••1 .BO=TTOCOE••- • oFfl •R #-®'`PLANTS.:-. -- .-• - :-• .- _i „ OUTLET STRUCTURE POND CROSS-SECTION PLACE 1/2" GALVANIZED HARDWARE _ L=20'
1IIII
. . . .- '.'.•. .-. . . .-.•._.-.-.-.��• ►� N.T.s. _ .._. - 300LOTH OVER OPENINGS••SH1:LE•® • - - -•- - . . �•••��4 WITH STAINLESS STEEL FASTENERS 24" A24" I
�� _ G,
�"���!•••�• . . . . . . . . .•.-. .-.-.•.•. ..•. . . . .•. •.•.•.�•��4,4 � .� I � ELEV. 36.50 � {,.,.
♦`,►•••04i"i► • i••• ••ice: -• - • - • - - • • - • 4
••y• 4110.OW••••••-1,• - - - - -. •1•1 / FILTER FABRIC
���♦` .fio a••�•�.�.i �.�`�•••••�\. .•.•. .- -. .-.•.•�•••�� �� 12" THICK CLASS
• '� ,V+4 i'I� 4•040•••:--.-.-.•-•.-••.•.•.•.-,44i4,►� FLOOD POOL EL. = 35.40 B RIP-RAP
. 4A- -.4V � I••••�� • - - - - • • •�
�� �� ♦ai6W••1k • • • • - -• OW1,4/ 4" SCH. 40 PVC OUTLET W/CAP :,, / '-24" CULVERT @ 3.0
��•••••�:. _', :-i•••••� 2.40" F��(�- EMERGENCY SPILLWAY
SHALLOW WATER *S., ,►��•••••`•�•••0:414 40 TOP OF ORIFICE TO BE DRILLED INTO CAP
SCARLET ROSE MALLOW & ,��`0••••�•�•••••toS ' GETATED oNORMAL POOL EL. = 3434.50 / / N.T.S.
CARDINAL FLOWER •����I`► ���,�,I��;� SHELF 1 SIDE S�pPE -
�i�� 6. -_-
PLANTED 30" ON CENTER �►�
SEE CHART FOR # OF PERMANENT N NV. EL. = 34.50
SHALLOW LAND PLANTS POOL S�j rI 2 FT MIN.
TYPICAL VEGETATED SHELF �y:`i�' "
LANDSCAPING PLAN , � EXTENDED BASE
S INFLUENT
STORMWATE /
SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM) = 2,188 S.F. PIPE OUTLET STRUCTURE DETAIL
®III" III
III=1I 1-ITI-1I! NOTES: N.T.S.
PLANT TYPE QTY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES IIIIE-=E-11 III1-111
111
I=1 I-_-�_- Ill=1 I I=1 I IE!11=i I
274 Sagittaria latifolia Duck Potato CONT. 4" Pot 24" O.C. =III=III=T-III-IIf- ITI=III=ITI=IIIiiIII= 1. DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 28.0 IN THE MAIN
g I-III-Ill-III=III=ITI_ FOREBAY ENTRANCE TO 1=III=111=11�111=11i_
HERBACEOUS -III-111-111-III-111E11i " 36" MIN III=III=III-111=�11=III POND AND 30.0 IN THE FOREBAY WITH SEDIMENT STORAGE DOWN TO 27.0 IN THE MAIN POND
274 Pontedaria cordata Pickerelweed CONT. 4" Pot 24" O.C. 1=III-THEI EEEIII=I BE A MINIMUM OF 24 iil-•�if-.III-Lfri -�T1=1 MAIN POND
sss0000 aoo
•!II-IIIE.Ill-111-111E111=i1 60 MIN il-III-III-IIE11_ITI-III-111_ AND 29.0 IN THE FOREBAY, 1 ' C R 4
4.
1EIII=II=IIIE-11i=III=III=11 BELOW FOREBAY EXIT .Ai p
II-III-Ili-II11E111 1=III=ITI=III11 2. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SYSTEM AND DISCHARGED TO .1 ° °° °°° �, °
�I-III-•1;1I-•III-III-III-i I I-I I-I-I I-I 11=1 I1=1I�I 11=111=1I 1=1 I1=1 I CI - Jr �, et
11=I 11=�T F I IEL 11=1 T I=1 I I-! - I-1 i=11 1=111=III=I 1 I---I l I-I I ®11!_I l i-1T-1 11=1 I I- THE WET DETENTION POND. • ° ° 9 °
ila I I1=1-I 1=III=1DL=111ETIELL- - - I-1 T I-1 I I-1 I I-III-111-1T1.=L=11=11-I-III-111E111-1 l I=1 I-11EITI-1Ti=1 11=III=1 m o° A, ° I.
III-III=III=III=III=III=1ll=III- - _ - _ I-1ilElll-III=111�11=III=III-III=III=III=III=111=III=11E111=III=I(1=III=III=III=III=III=11G 3. POND WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY, a p Q.. '9� '
SHALLOW LAND COMMUNITY (NORMAL POOL TO SHELF TOP) 2,220 S.F. =11'_IEal=III=III-III-111E11IMTEITIETIEIII=III-111Ell III-III-i11-III-III-11-1ii III®III-III=11iia1EiHEEill i1I=111E11�111=III...1laira 4, PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WILL BE MUCKED OUT & PRIOR e : SEAL •°g
@ 50 PLANTS PER 200 SF (30" O.C.) =556 PLANTS -111E111E111E1J•=111-111E111Et,(!-_ITI�II=III-IIII-IIrale1I alai1=1I1=111E111E111E1II-II1=111EII1=111E1Il=1TI-iIL-II1E-ma11=iT1-II1=1IL •
-I 1=1T-1=1I1�l=tMl=1T-1=I=1.L=III=ii=111E1T_IEthat1E111=111=111aira11=IIIE-lip'' -111=1T1Ellie.=m=1i1=ITI=111EI11=111=f11=III=t TO THE CREATION OF ANY IMPERVIOUS SURFACES THE FINAL POND DESIGN SHOULD BE BUILT 031315 8
PLANT TYPE QTY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES -Ill 111-111-"'-111 III=11t=111�11=III-tll-' '-oll;III-11�111=III=III=111 III- iIt=III=III=ITI�Iil;,Ill-III=111=III=)li=1111111E POND SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT, GRAPHIC SCALE •,o° o°°F% °°° •••
-111a�I T Ia i Ll11_I I i- 111,111E1 I I-II=m=i i 11 11 E111 P .III=I I E111-III-111EI i zo 0 io zo ao ° ° MG I NE0°°° •
278 Hibiscus coccineus Scarlet Rose Mallow CONT. 4 Pot 30" O.C. i=Hi= =ill-III-III- ' ' III- 1I_III-ITI=111- 5. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX, °° Cq•°"°°°°°s°°°°Qk, .•
HERBACEOUS =I1'- "''-111:f'' •° °RRY PPs so•
278 Lobelia cardinalis Cardinal Flower CONT. 4" Pot 30" O.C. FOREBAY CROSS-SECTION °°° uey���so9Ao ° •
N.T.S.
1 inch = 20 ft. Oa 22/2v21
No. Revision Date By Designer GSP Scale 1"-20, PREPARED FOR: GSP CONSULTING, PLLC
Drawn By Date SI L O R1DGE SIDBURY DEVELOPMENT II LLC Sheet No.
GSP March 2021 WET DETENTION BASIN #3 DETAILS 6626-C GORDON ROAD ENGINEERING
License# Job No. WILMINGTON, NC 28411 r n RC-6.3
P-0718 2020-0005 Topsail Township Pender County North Carolina
910-799-3006 6626 Go do oad Unit C Wilmington, North Carolina 28411 tel: [phone] lax: 910-799-6659

GENERAL NOTES ASPHALT RAMP P
I. LOCATION OF WHEELCHAIR RAMPS: SIDE SLOPE 10:1 SLOPE
1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296,ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTRUCTED FOR '�
MAINTENANCE PROCEDURES,TRAFFIC OPERATIONS,REPAIRS,CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, fig° `
1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTERS AND FCC
SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW. Cl4Re 4 Qa6
2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS,HOWEVER EXISTING LIGHT POLES,FIRE HYDRANTS,DROP �,`�
INLETS,ETC.MAY AFFECT PLACEMENT. cj�OF'*P
II. CONSTRUCTION NOTES: ' O
1. NO SLOPE SHALL EXCEED 1"=1"(12:1)ON THE RAMP OR SIDEWALK. 16' ` Nip O
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40"(3'-4"). WIDTHS MAY EXCEED 40"IF NECESSARY. P� ` �J�
3. USE CLASS"A"CONCRETE WITH THE SURFACE HAVING A ROUGH,NON-SKID TYPE FINISH. \/
4. 1/2"EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARTICULAR STREET.
III. ADDITIONAL NOTES: STORM R STORM M TABLE
1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADII WHERE MARKED(SEE NOTE 6). FROM TO LENGTH DIAMETER INV ELEV SLOPE INV ELEV RIM ELEV MATERIAL FROM TO LENGTH DIAMETER INV ELEV SLOPE INV ELEV RIM ELEV MATERIAL
2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE (ft) (in) DN (%) UP (ft) (ft) (in) DN (%) UP (ft)
PEDESTRIAN CROSSWALK LINE. 6' 1 2 1 52.9 48 25.00 0.30 25.16 34.58 HDPE 54 43 33.1 15 26.39 0.30 26.49 34.90 HDPE
3. THE WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN I SIDEWALK
i 3 2 102.0 48 25.16 0.30 25.46 34.19 HDPE 55 54 24.6 15 26.49 0.30 26.56 34.90 HDPE
TRAFFIC. I ' �, , � 4 3 89.9 48 25.46 0.30 25.73 34.51 HDPE
4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN // \
' ' / � ��/��j \/� '����• 5 4 91.1 48 25.73 0.30 26.01 34.46 HDPE 56 46 24.9 15 26.68 0.30 26.76 34.45 HDPE
COMPLIANCE WITH A TRAFFIC SIGNAL,STOP SIGN,OR OTHER LEGAL REQUIREMENTS. \� \\ \•�s �
k/ -� 12:1 MAX. 6 5 88.2 48 26.01 0.30 26.27 34.11 HDPE
5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. `/
6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, \�\/-PAVEMENT CURB 7 6 259.6 42 26.27 0.30 27.05 35.78 HDPE 57 47 24.8 15 27.32 0.30 27.39 34.46 HDPE
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS,U.S GOVERNMENT 8 7 120.1 36 27.05 0.30 27.41 36.68 HDPE
PRINTING OFFICE,WASHINGTON,D.C.20402. SECTION A-A 9 8 266.5 30 27.41 0.30 28.21 38.69 HDPE 58 48 24.8 24 27.96 0.30 28.04 36.41 HDPE
GUIDELINES FOR WHEELCHAIR RAMPS WHEELCHAIR RAMP (DROP CURB) 10 9 24.9 15 28.21 0.30 28.29 38.69 HDPE 59 58 49.3 24 28.04 0.30 28.18 36.50 HDPE
11 10 101.0 15 28.29 0.30 28.59 39.31 HDPE 60 59 24.7 18 28.18 0.30 28.26 36.50 HDPE
WHEELCHAIR RAMP 12 11 24.7 15 28.59 0.30 28.66 39,31 HDPE
N.T.S. 61 48 73.3 24 27.96 0.30 28.18 37.06 1 HDPE
1/8" - 13 2 24.7 15 25.16 0.30 25.23 34.58 HDPE 62 61 24.7 18 28.18 0.30 28.25 37.06 HDPE
GROOVE JOINT (5' MAX. O.C.)
1/8" RADIUS 14 2 55.5 15 25.16 0.30 25.33 34.19 HDPE 63 49 24.6 15 28.30 0.30 28.37 36.97 HDPE
/ 15 14 24.7 15 25.33 0.30 25.40 34.19 HDPE
4 4 .A ' ' 4 4 3600 P.S.I. CONCRETE 64 50 24,8 24 28.84 0.30 28.91 37.87 HDPE
_ 4. ° s . .4 16 3 24.7 15 25.46 0.30 25.54 34.19 HDPE 65 64 46.1 24 28.91 0.30 29.05 37.04 HDPE
66 65 24.7 18 29.05 0.30 29.12 37.04 HDPE
\ , / \/`'/`�/�//off/�,�. <\\ °\`\`/j✓/\,�°�/` �'/ ``.�\ �°� ei`// 17 5 50.0 24 26.01 0.30 26.16 34.67 HDPE
/ �/ �/ �,����,��,'" ''������`�,�`\,�`����� �//\>,////\>,//\>//:>\i/ //\>///i/>// / \\// 18 17 24.7 15 - 26.16 0.30 26.23 34.67 HDPE 67 51 _ 24.7 18 28.99 0.30 29.07 38.09 HDPE
e \s i;>\ �`� \``\ \\ \\ \\ `� \::\\ \\ `'� \ ` 19 6 24.7 18 26.27 0.30 26.35 34.11 HDPE 69 68 53.0 36 26.00 0.30 26.16 33.97 HDPE
�,� ,,� ,,�\ ,�`, `� ,�\/'�\�� �� �r°r\ / COMPACTED SUBGRADE
70 69 95.6 36 26.16 0.30 26.45 34.02 HDPE
20 7 56.0 36 27.05 0.30 27.22 36.91 HDPE 71 70 125.1 30 26.45 0.30 26.82 34.30 HDPE
21 20 24.7 24 27.22 0.30 27.29 36.91 HDPE 72 71 139.7 24 26.82 0.30 27.24 33.87 HDPE
CONCRETE SIDEWALK DETAIL
EXPANSION JOINT 72 77,3 24 27,24 0.30 27,47 34.77 HDPE
AT 30' INTERVALS(TYP) 20A 20 503.7 30 27.29 0.30 28.80 37,80 HDPE 77774367 73 118.8 24 27.47 0.30 27.83 36.44 HDPE
20B 20A 24.7 18 28.80 0.30 28.88 37.80 HDPE 75 74 42.1 15 27.83 0.30 27.96 35.35 HDPE
1/s" -
75 24,7 15 27,96 0.30 28.03 35.35 HDPE
GROOVE JOINT (5' MAX. O.C.) j
� 22 8 24.6 15 27.41 0.30 27.48 36.68 HDPE 76 72.0 15 28.03 0.30 28.25 36.46 HDPE
-4)
1/8" RADIUS 3600 P.S.I. _
\\I/�\I/^\I/^\I// CONCRETE PLAZA AREA 23 9 54.4 30 28.21 0.30 28.37 39.05 HDPE 78 70 24.6 15 26.45 0.30 26.52 34.02 HDPE
V!� w VV A 4 .A • 0 4 _. 24 23 24.7 18 28.37 0.30 28.45 39.05 HDPE
•J_- 4 4.41 _ A rill
_ 79 71 57,6 24 26.82 0.30 26.99 34,33 HDPE
`�' �° A 4 44. A 4 ± - 26 25 116.1 24 25.00 0.30 _ 25.35 33.54 HDPE 80 79 140.9 24 26.99 0.30 27.42 36.33 HDPE
T /`/�/�/`/\\/�i \// \// \///�`/i/V j ///�`//,>//'`/°\// 27 26 24.9 18 25.35 0.30 25.42 33.54 HDPE 81 80 56.0 15 27.42 0.30 27.58 36.26 HDPE
\ \ \�\ \�\\°\�\ \\, °��\/\\/ `,/ \/\::::› \ 1 SCORE(TYP) ,e_ i _\ `� 82 81 24,8 15 27,58 27,66 36.26 HDPE
/ / / / / // �/ �f / / 29 28 24.7 24 25.OQ 0.30 25.35 34.08 HDPE/ � //�// //'\ 5/f' //��//\ �\ /\\ / �A' 30 29 24.7 24 25.35 0.30 25.42 34.08 HDPE 83 79 24.6 15 26.99 0.30 27.07 34,33 HDPE
�\ / `�/,\�/,\ \ / 1 %� / \/ \\�. 31 30 63.8 24 25.42 0.30 25.61 33.48 HDPE\ . , COMPACTED - -
SUBGRADE < E 32 31 189.5 24 25.61 0.30 _ 26.18 34.19 HDPE 84 80 28.9 18 27.42 0.30 27,50 36.54 HDPE
h ,� 33 32 24.7 24 26.18 0.30 26.26 34.13 HDPE 85 84 39.2 18 27.50 0.30 27.62 36.38 HDPE
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS .,:;r ',. A,. . 34 33 44.4 18 26.26 0.30 26.39 35.72 HDPE 86 85 24.6 15 27.62 0.30 27.69 36.38 HDPE
35 34 24.7 15 26.39 0.30 26.46 35.72 HDPE A 87 72 24.7 15 27.24 0.30 27.31 33.87 HDPE
CONCRETE SIDEWALK „�%��i\�� a ``�` 'K'"`L ;� ''`" u= - � ` c. 14S ?L''` TA.3:(4%� %tip% 36 31 24.7 15 25.61 0.30 25.69 33.48 HDPE
N.T.S.
//i��i�/i��iA�%\%�j�\ s',/. %�\e��.A/N\i�\�i ``o�X�s/��i��)/\ 88 74 24.7 15 27.83 0.30 27.90 36.44 HDPE
5' 37 29 127.4 15 25.35 0.30 25.73 33.49 HDPE _ _
GENERAL NOTES: 38 37 24.9 15 25.73 0.3089 46.7 24 30.00 0.30 30.14 41.85 HDPE 25.81 33.51 HDPE 90 _
A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE 91 90 76.5 24 30.14 0.30 30.37 41.95 HDPE
CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE 40 39 119.1 48 25.00 0.30 _ 25.36 33.23 HDPE 92 91 121.9 24 30.37 0.30 30.74 41.34 HDPE
REQUIRED AT 45' INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED STANDARD SIDEWALK DETAIL 41 40 130.1 48 25.36 0.30 _ 25.75 33.82 HDPE 93 92 383.4 18 .30.74 0.30 31.89 39.43 HDPE
WHERE THE SIDEWALK ABUTS ANY CURB & GUTTER AND ANY RIGID NOT TO SCALE 42 41 145.2 48 25.75 0.30 26.18 34.51 HDPE 94 93 233.1 18 31,89 0.30 32.58 38.26 HDPE
STRUCTURES. IN SIDEWALKS & PLAZA AREAS EXPANSION JOINTS ARE REQUIRED 43 42 69.0 48 26.18 0.30 26.39 34.65 HOPE 95 94 46.0 18 32.58 0.30 32.72 38.24 HDPE
AT NO GREATER THAN 30' INTERVALS CONCRETE SHALL BE 3600 PSI, IN 28 44 43 31.4 48 26.39 0.30 26.48 34.33 HDPE 96 95 24.6 15 32.72 0.30 32.80 38.24 HDPE
DAYS. 45 44 26.0 48 26.48 0.30 26.56 _ 34.33 HDPE
46 45 39.3 48 26.56 0.30 26.68 34.45 HDPE 97 91 24.7 15 30.37 0.30 30.44 41.95 HDPE
47 46 212.5 48 26.68 0.30 27.32 34.46 HDPE
48 47 214.3 48 27.32 _ 0.30 27.96 36.41 HDPE 98 92 24.7 15 30.74 0.30 30.81 41.34 HDPE
49 48 111.7 36 27.96 0.30 28.30 36.97 HDPE
50 49 180.7 36 28.30 0.30 _ 28.84 37.87 HDPE 99 93 _ 24.7 15 31.89 0.30 31.96 39.43 HDPE
51 50 51.1 _ 30 28.84 0.30 28.99 38.09 HDPE _
52 51 607.9 24 28.99 0.30 30.81 38.60 HDPE 100 94 24.7 15 32.58 0.30 32.66 38.26 HOPE
12" - 53 52 24.7 15 30.81 0.30 30.89 38.60 HDPE
SIGN R7-8
OR R7-8o
BOTTOM OF SIGNS
R7-8 OR R7-8o--\, RESERVED
SIGN SIGN
PARKING
GOES HERE R7-8D
a
oo
tt 6" 4CCMIBL
PARKIN 'REFLECTIVE'
COLOR
0
x 1"R WHITE
to 'REFLECTIVE'
4111111
COLOR
/-FINISHED GRADE R7-8
SIGN APPROVED FOR USE
4 • , a 4 L G f UNDER GENERAL STATUTE 20.37.5
II=11 II 11 If=1I II tlIIYt It ��IT=I II II AI11 1 Yt t1-11 N II kl� II II kl Af
5-u-n n u ffi u n u= i� a u=ii n�i a u u u it n u n u'n i n u l COLORS: °\else aeon°°o°°
LEGEND AND BORDER-GREEN 0 R
- WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND-WHITE i° 8 ct �lr it °:
.2 SEAL° 0 0
HANDICAP PARKING SIGNAGE o 1; 031315 °
NOT TOSCALE ° S
:° $°°F�I t��,°°'�° •°°o
;2ci:°°°°.4RR1' S.poo�' y�
No. Revision Date By Designer Scale PREPARED FOR: G
S P GSP NO SCALE CONSULTING P L L C Sheet No.
Drawn By Date SILO RIDGE STANDARD DETAILS SIDBURY DEVELOPMENT I LLC 1
GSP March 2021 6626-C GORDON ROAD ENGINEERING C-7
License# Job No.
WILMINGTON, NC 28411
P-0718 2020-0005 Topsail Township Pender County North Carolina 910-799-3006 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel:[phone] fax: [phone]

• z
O GENERAL NOTES: Z CI Z 10" 10„ 0 0
m FRAME GRATE AND HOlD 0 m O CD 10'-0' 2 "G' - - ( CO L7-t, BACK OF CURB SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. CO O I-i
FA " Fi-D 2"- 2"-_ I'-
f-r 2" WEEP HOLES GENERAL NOTES: �- = = 2" 2" Q Q
O• O -�`X ONOVIDE ALL CENTER. USECH STEPSINS WHICHER COMPLY r IN WITH STD.WITH DRAWINGPS 12"840 66. < <• Y--�T USE CLASS "B" CONCRETE THROUGHOUT. <Q 2 G1 ro FILL FACE FILL FACE a�'�
n oVIDEALLS3ITH STEPS Z cc Q= B 1 Iz-I00 .
I-O Om• I O •v',::P. :,•v', .P. 9.,::•p f o T.I.T+P ELEVATION 12" CENTERS NASRUCTIONED BYN THE TENGINEER, 2" KEYWAY, OR #4 BAR DOWELS AT O U 1-~O Q 11 O ONPRO CENTER. USE ORoPSTEPS INLETWHICH RCOMPLY WITH STD IN DEPTH .DRAWING 840.66. W J p H U 2-V1 @ 9" FILL FACE ^V1 @ 9 ALL V @ 9 '� "V"@ 1'-6" WO O d=z
mZ =3-,..1 p . . .. .. p .. ..� YLL-Ja11Z m -i t1 Z 'al J @ WING W
p..{ -{ `' - 1:=ifiral-i
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. 0 0 = F-1 Z-1=D I I I OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT 00(n= I - -= 1-V1 STR. FACE I CC Z
01 = --I "� - =O ., _ --I 12" CENTERS AS DIRECTED BY THE ENGINEER. _,Z ^ ■/ -h..
N1 @ 9" "H" W Q Li-
=O y D m o' �� ---- = IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Q w =O 0 m X - I I X W Q Q LL= �'�♦ 6 Q U O
,• Z ro AS SHOWN ON STD. NO. 840.00. F-U O m�'�' r USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. U 0 B2 Z T4
73 v..' 1111 U' Z= - - - Q = 101 p. V1 @ V-6" 8" N _ Z I I
=O O O 6" 6" x USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. Q 1- 1'•'"1 =CO o 0 IF REINFORCED CONCRETE PIPE I5 SET IN BOTTOM SLAB OF BOX, ADD TO SLAB F-=I-Z in l @WING WALL N W
Z -n o' ---- I-= Z W Z no m I AS SHOWN ON STD. CR 840.00. w c - ish �1 I / H LL O J
▪ ~O f FOR• 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER O~LL O J H O r -------I- ---_--- O~LL O J - I ' 3" DIA. DRAINS %M _ =O~a
0==Z �:o v 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST O Q C7==Z I CONSTRUCT WITH PIPE CROWNS MATCHING. 0 O o ; I
A I ' 6" ABOVE co Z 1--i_
• `>�,> b '•:a • .0 ' :v • .v •.v p QUANTITIES ACCORDINGLY. OCC Z I-I D D - - I SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN" �I in ��� FLOW LINE Iv T4 N _ •>
-� ,ma y CONSTRUCT WITH PIPE CROWNS MATCHING. - i-' -1 INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. h- I ■■■ r
N F-I -DC I N H ��T 6 _„T„ co
TO. a 1-1
Fi r CHAMFER ALL EXPOSED CORNERS 1". T. ❑ CO F•-i Ill INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A r LL p �e 8„ T5 @ 6" 8" L. r W❑
Cr)Z PLAN --.X „ SEE NOTE 1 QW Z POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. r �� i�'\ 2-N1 3'-0�, T' 0
N SECTION X-X DRAWING NOT TO SCALE. 4....
N I CHAMFER ALL EXPOSED CORNERS 1".
TOP ELEVATIONI
io cD -co
Y DRAWING NOT TO SCALE. r CONST. JT. B SECTION - BB SECTION - AA
TOP ELEVATION PLAN ELEVATION SEE STD.# 838.45 FOR GENERAL NOTES.
"- FRAME GRA E AND HOOD WITH GRATE & FRAME REMOVED BILL OF MATERIAL FOR ENDWALL
�\ liv....... SEE STD.NO. 840.03 STEPS - STD. NO. 840.66 STEPS - STD. NO. 840.66 REINF. STEEL 1 PIPE -J
6�-\ :o • A -6 ,- �_ 2'-6" 5'-0" Ti TOP & BOTTOM BAR SIZE LENGTH NO. WEIGHT J
o''. - TOP ELEVATION BRICK COPING(INCIDENTAL) I r rr [r Q 3:
m . x o �� �"�� m [Y= s B 1 #4 5 -6 4 15 W
Z a / 11 �,sr m A_` O z z TOP ELEVATION O 1 1/s mili BZ SPA.
BARS IN B2 #4 4'-6" 4 12 O
n G7 I o 1 �I�111l-�� Li_ O CA
o r b I 6„ � T e .�E� vl I O TOP OF FOOTING G1 #7 9' 8" 2 40 C3 W
Z H 1 - T fa Z r + STD. 840.16 FRAME 1
o. . . . . o. . .. 1 C7 & GRATE : Z o
- O a' :.n' •v• ::D � o Z m W CD ■L J. r.L�Jr• + Z W = m _- H1 #4 7'-2" 10 48 I-1 0
_ D' • e' Fi = 1 #4 BAR I--I Z o
N / \- 6„y G 6„ 11 N I t ► �..� a r T11111111111- H2 #4 5' 6" 2 7 W v
m 6r, 6" c . . _ as CO 6" A B ' 6" a v I-
.--. Tin-�� , a
1 `� 0 �, >:�r�.
SECTION Y-Yp: CC = a- .� 0 11110 N t = ��" \-� H3 #4 3 5 4 9 o W !au_
= m z p ��_ 0 :< 0 m y x T• ❑ Mp ` N1
c C7 RISER HT. •
p:, C) a C em D = M ` I #5 3' 1 1" 14 57 O Z CL
Al �s" N2 #4 3 5 8 18 V
VARIES 1� / i. _..
JJ . % 9h
cn a v �,,,1�re s" �r ill ' . • , z v = o C v= __irlia) `° 6" I Q❑ C '_8, / i o O iv
p 11 p',• _ Z CC
_ I 8 SPA. @ 9" FILL FACE Z (, 1�-
_ �" r.�L�l�� L TiT1 #4 14 6 6 58
if
C7 0 O! 6" o o ..:: .¢,� • •o a la = O 1 * 2 SPA. @ 2'-6" STR. "
_ _ SECTION J-J n•.' .. .a .' a'.'•�..".o . F _ ' Q W '0 7 3'-5,� ' 8 SPA, @ 9" FACE 2-H1, 1-H3 3-V2, 2-V3, 2-V4 2-V5T4 #4 2 66 27 H G J
17
D WHERE 30" TO 36" PIPE IS USED COW H 3D r DOWEL ~ �16 "N" BARS IN TOP AND T5 #4 6 9 40 67 la W
co W __ 3 9 3'-3” BOTTOM OF FOOTING H3 CO
W trillSEE NOTE SECTION M-M 1-Ir.1r N 4 SPA. @ 1'-6" V1 #4 7' 3" 6 29 Q ►z-1
O V r m Z m SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE - 18" Cl) V r 3 P LAN 4 SPA. @ V-3" FILL
V2 STR. FACE
H WHERE 42" TO 54" PIPE IS USED =
m Z WHERE 30" TO 38" PIPE IS USED
FACE 3 H1,1-H2,1-H3 H2 .�1 H2 2-V2,1-V3,1-V4,1-V5 V2 #4 5 -10' 10 39 E Cn
cn o RISER HT. J z M �' SECTION X-X SECTION Y-Y 0m ��1�- o 0
�..� VARIES o.Y •:: o. o. 0 1'11 m C7 o i V3 #4 5'-0 6 20 < Li- cc
Z �1 9r, _ J z V -I O z V r N �6W."_-- V3 0 Z 0
O _ _ _ _ J p',� °: w = DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) w 1 Z z 8" V4 #4 4'-1" 6 16 cC W
_ M p'..y•�.• p•.,: p• :.'.•. :"p• M 3,2" I- I I Z1 4'-0" w�--_ V4 " ~
r ��,,,, I
� •;e1 :o�- - ° " '° '7'° DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR I _ ��,� V5 V5 #4 3 -2 6 13 (�,�
p'::1 r A D' PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE o _ Z2 3'-5" 7 g H1 Z1 #6 4'-8" 6 42 �'
BOTTOM WALL PER CGHCAETC
p.. A :'•ot .p'. TOTaL /,, v lamar.amrra �i�. y{
II
..9 '•1 O• SLAB FT. HT, FOR N Z3 2'-1q" M C7 -� Z2 #5 4 -Q 6 25
�' : 0 1 D A B H C.M. R.C. v_ 6" Cl 'I �I�wwww/ww� r rr
.. a .. IIHEIGHT, H /, '\
p. . LL p. I °. LL D' H2 6 7 T4 "Z" n
/ I / • y ..'';1 p' 12" 3'-O" 2'-O" 2'-0" 0.222 0.222 0.592 0.015 0.026
I IZ3 #4 3 4 6 13
9 I 4'-11' l ri■
WHERE 42" TO 54" PIPE IS USED �'--.5' .-. :9••.:.. :9••,:..'•'. 15" 2'-3" 0.648 0.023 0.036 1'-1" J 5-N1 4-N2
'.',�'.`°'.'.p.'• °�.•d.'.�'.'°�. '.:.•D' :. v,::p•..•o D o ..D , r H3 2' 10"
DETAIL SHOWING METHOD 18" - 0.703 0.0330.049
„ "H"rr BARS "N" BARS "Z" BARS @ 9' REINF. STEEL LBS. � 555
SHEET 1 OF 2 SHEET 1 OF 1 24" '-0 0.8140.059 99 0.085
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN 30" 3 3'-0' 2'-0" 3'-6" 0.222 � 0.222 0.925 0.092 0.127 SHEET 1 OF 1 WING ELEVATION SHEET 1 OF 2
840.02 840.02 840. 14 840. 14 "H", "N", & "Z" BAR DIMENSIONS ARE OUT TO OUT. CON./R.C. CU. YDS 7.1 838 . 39
z 10" 10" Z
v z ,�
a I-. -o 1 r ,r >.- 2,y 2" o�>-
� 0 Cn v -.- rr 0 Cl) 10,_0" 2 �rG„ ,_�0
43" NOTE: USE TYPE "E" "F" AND "0" GRATE = F- <a {+ �` 3 -6 ¢Q w I 2" 2" a Q
Q Q ri z r 1r� I- Q N 2-G1 �1 FILL FACE
D H o 0 UNLESS OTHERWISE NOTED. P r,; 4- r' P Z F-_ >O O 1 DEPRESSION r `+ " z H= + - FILL FACE Z cc=U
N r �� Fi=C'3U DFiO= Al381- H.,...-1,8 I-:�CD�"�, E) 2-V1 @ 9" FILL FACE l V1 @ 9" I-I..J C.eS .
1-0m�(n L"0--I--IZ MZ 2-1 r rr r- " 'T L-JeL►-IZ SEE @WING WALL 00 2
H z�=y g-f- o H z�=y 1 7�$ 1 75/ i► F� „V„ @ 9„ „�„@ ,' 6" I 0 c.,-) I z
m 00 = $ r I oOco= I / J a, DETAIL CY:O
00350-1 TA r WQQLL= =oDnm _ I I WaQU-= n HWaW=r I I I G E EI 1 I r--•If2 CC IV1 @ 1 -6"IJ � N N CA H O 1.-_,0r I I II f0 I CO F- O 1-2 w Ifl
�' @WING WALL + CO1-W0JI� J o I I _ I CC LL- J n 3" DIA. DRAINS fl SECTION - LL SECTION - MM �O' 'Q C� M ------ - ------------ -- ~ 0��� I�° - _ H ' ' �� N CDCOo N 6" ABOVE O o i-i �I FLOW LINE a I T4 N 1
▪ -<.� i A r A ALIGN FRAME WITH INSIDE _ 1%11 Z a•H H -,+ N �__ I I I I I I r 1>-1 J I y/ ■AI 6 _"T" ' V I T5 @ 6" 6 $ z a o
-�FA C7 t------- t - CO I CI B" If UJ
O . EDGE OF WALL TO ALLOW I
W o 0 �I 1 w I ���� ��
Z N �p y = FOR VERTICAL ADJUSTMENT " ri ❑ z ^' SECTION G -G � r UT.-
- 1 2 N1 � r ❑VWALL SECTION
i �� CONST. Bt SECTION - AA
1 1 F "" r 1' 41/' 1' 41'2" F r-' B SECTION - BB
SECTION - Be I „ PLAN OF FRAME SEE STD.# 838.45 FOR GENERAL NOTES.
SECTIONT - PP SECTION - NN m 1'-7§'$" 1'-7r�8" CAST IRON : ELEVATION
BILL OF MATERIAL FOR ENDWALL
B-01-- .- 4,. - REINF. STEEL 1 PIPE -J
rr c C; CON 5'-0„
2'-6"
m PLAN - _ 4{ Z Co = WAR SIZE LENGTH NO. WEIGHT
J--� ,r o ,_, m o PLAN OF GRATINGI°0 1 g 16" 111'11
TiT, TOP & BOTTOM ,� Q
m FRAME,GRATE, & HOOD ASS'Y `� ' I I I N z O �j ❑ _ w w B 1 #4 5 6 4 15 0 3 W
= z M In I 1 o O 1 " CAST IRON z W NU Y
C O LL o m _ 2 -3/4 - Q SZSPBARS IN w SHOWN
B2 #4 4'r 6"rr 4 12 Z O
fl) ►rI " 2'_OOO $'! + C'3 = _ Z 1-1 O d _ __ TOP OF FOOTING 9 11-5:1 ¢ a G1 #7 9 8 2 40 C3 I.I.I
m m O ;' I' I C I ZZV r- = H z . _ C° SLOPE\ aH1 #4 7' 2" 10 48 LzI O
Y o
O = r " _ _ II 1 : „ Z ~ -�I m Q Z O imisemmaiesi I� ,• H2 #4 5' 6" 2 7 Q W O
z _ 3 -0 _ v o1 Q d O rr n n n d sw,
!� O CD q n� - Q U -i 1/$ _ -..__1/g j$ '-%$ CC a CO �A�till
H3 #4 3'-5" 4 9 ~ W
_'�����si■�'� ❑ o m� .� !,.-co rr ❑ W a_
• Z , ...
E L M _ a N 0 y OC a r ` r,a , I �5,. r' `./ NiN1 #5 3 11 14 57 Q 0 CL
v Rt y °' j Q W o 3' 3 _ 2'-3 Q ,, i Xi qi�`° 1 TAPER DETAIL N2 #4 3 5 8 18 Q Z `
Cl) aLt y -1 (n rr " „ Z 8 SPA. @ 9" FILL FACE
a SECTION - AA S w Z I- zQ v 16 rr_' - •--2" 1 1 - 1 ❑ LC CC ❑ a I a 0 N
$ $ $ V 8SPA. @9" 3-V2, 2-V3, 2-V4 2-VS
} „ "N" BARS IN TOP AND "`. _ . M1 1 ��//� a / 3 . / nz 1/$ �� rr r, / _ ❑•
7 3'-Sts 1 FACE -H1, 1-H3 T4 #4 16 9 6 2$ JvO I '� = , Q ~ O = I I I I H 2SPA @2` 6" STR. a1[
0 I 7rr O O D rr 3,. " -� - y -- (J) BOTTOM OF FOOTING nD L M Z 0Z * SECTION H - H rrr 1 r n _ I Tr W 3' 4 SPA. @ 1'-3" FILL H3 T5 #4 2 6 40 67 W (�D Z '� N H 3 2 I 2 -2 = J FACE 3-H1, 1-H2, 1-H3 4 SPA. @ 1'-6" >- (.� Z
-( F-I J-'�- FRAME PLAN ■' o • CO I Z STR. FACE V1 #4 7 -3 6 29 a H1
0 0 Z SECTION - JJ W 4 Z I 1 Cl) = PLAN H2 7 V2
= �` r, H w O 1 12 2-V2, 1-V3, V2 #4 5 -10 10 39 _m: 0' n R�rrt '3,-0 " I � J (/) _ 1 _ '-1 H N jIJ4, H
1 V4, i V5 C1 0
0 TI Ike" ' 1 " I C '1rr z O Z "� O 21/$"-•^ - j I I Q1/$r' .. �- r ZLL '} 1 z z 8" ` Aw.� V3
V3 #4 5r Orr 6 20 �• cc
R- F- I 3 R W cc , 3 „ N N , r, CV N 0 w 3�2 r' z1 a'-o" w:._;- va V4 #4 4 -1 6 16 c N
�I l�� _ I IZ o
o O S '1 f' i _ ir co m 7D 3 -1 /4 2 -1 W co = 7" V5 V5 #4 3' 2" 6 13 LIJ
LL
r LL r v Z2 3' 5" 1 H1
Z ��I �' ill'
6"I 2'•D" 6" �2 ,-I 1�n N _ „ i.i� pima Z1 #6 4' 8r' 6
1 r 42
31 CC
T 6 3' 0" 6" 31'`L„ „ O��,�„ o !�„ , r, r " = N N Z3 2' 10" s"_ -I J , \ Z2 "
`` 1� r) 3 -6 2 -6 O tn W H2 6' 7"
I M
ri 1ke" , ' H3 2'-10" L- I I ,HK. 5-N1 4 N2 ' #5 4 -0 6 25
1 1 T4 �� "z' Z3 #4 3' 4" 6 13
SECTION - MC F 2'-11It„ -.11 j [ 4%rr SECTION E - E SECTION F- F
' "H" BARS "N" BARS "Z" BARS @ 9" ~�
REINF. STEEL LBS. 555
jj-• - SHEET 1 OF 2 SHEET 1 OF 1 SHEET 1 OF 1 - WING ELEVATION CON./C.S. CU. YDS 7,5 SHEET 2 OF 2
SHEET 1 OF 2 SECTION - RR
840.03 HOOD ELEVATION 840 . 03 840 . 16 840 . 16838 . 39
"H", "N", & "Z" BAR DIMENSIONS ARE OUT TO OUT.
Z a Z
O 0 m E 0-10 0
Q -� 2�4 rO Q 6„ A 6" OPTIONAL MANHOLE
DETAIL SHOWING TYPES OF GRATES Q I--I z
<• ` 2 11 $ Q = O 0 E. GENERAL NOTES: Z cc=U
c~n o USE ACCORDING TO WATER FLOW. 1�2 z =U y,_,o
r 0 07I_I O B�- 11 LL J 0_I-1 Z m 0,l-I ci)-H Y 6" C CHAMFER ALL EXPOSED CORNERS 1". LL J 1--1 •z
III Z =-1 ' O O O= 1.4 Z =D I I USE CLASS "B" CONCRETE THROUGHOUT. O 0 fn=
r0 0=0-I „ „ rr rr „ rr �� Mew A „� W Q z LL '0 O=C7 - _ __�_ _ _ 1 OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR W Q CC Z U-_
=T D Z, m TYPE G TYPE E TYPE F A 1 I 97/8" h' U=O _71 z m X X D = I `` 1 D #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. F-U=O Or
Z Q I- 1-1 CO a,o <= . r 1-1 N.C,D,O,T,
z=cn O 0 /� ' �y H= Z W z F=-I-p O m - - - T',(� �4 ) - - 'o ci m ' p .I ‘� r USE FORMS TO CONSTRUCT THE BOTTOM SLAB. H= Z W , ,
Fi O I-71 Y � JL�L Cn W OH J 0 O 1 i i,c,,......i.,, mNw 10 .,li LL IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, 0 W Q J 5 TRANSITION FROM CATCHC BASIN 5 TRANSITION FROM
. _=Z , 7 0 O 0‹ (7 =Z - - _co
- LL 03 Q INEM ADD TO BASE AS SHOWN ON STANDARD NO. 840.00. O o V,)Q 2' STD• 04O.OZ2'D -■- WATER FLOW SAG -�- WATER FLOW -E-- I 98 z y ` a VALLEY GUTTER TO VALLEY GUTTER TO
Z H
• D D T N H ram- PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS N F-H CATCH BASIN CATCH BASIN
0-1 i .R.vv " 1 , 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. r CL
) , r T. W p CA O _` L 3" 1 W❑
Z N 8,.,-� 1 V2" I 1 T- a •z N 6" 3"in ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES r a
Ir TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
Y SEE STANDARD 840.54 C SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE I BACK OF CURB BACK OF CURB
FOR MANHOLE COVER & FRAME #4 BAR "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
PLAN OPTIONAL SPACED 6
1�2rr �$rr MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP CURB F
LL C. TO C. ELEVATION IS 12 FEET, CU Al.
{ I t� BRICK MAY BE USED FACE OF E OF CUR
Wi„I„l III lit 1 1.1 11 M/� SECTION B-B TO ADJUST FRAME & B
6" ,-, COVER TO SURFACE
T ■■ ■■ ELEVATION MAX. 1'
m it 1 " 1
0 174 2/4 O O lc-4; rn Z IM�� �� #4 BAR
7D = z -°-WATER FLOW ---.- SAG -�'- WATER FLOW -,- EDGE OF PAVEMENT
Q o EDGE OF PAVEMENT
c r- SECTION A-A LL = Ln z �� � OUTLET PIPEF •q o LL m LLI
m Fi �� u [TYPE
= -m („ 1 � z o w 2 MODIFIED 2 MODIFIED
z = LYPE "F" TYPE "E" rrG" TYPE - E z Q N = m ��� �1 6" E OR F �1 ,>�° 6r I ¢ Z = VALLEY GUTTER N.C.D.O.T.STD FRAME & GRATE VALLEY GUTTER
r STD. 840.03
cntaR CI)
Is ,9 1 „ 23/ CI: Q ❑ 0 M Z INLET PIPE ■ ■r: V C OR DN D c I- L2r
O -i RAISED FLOW ARROW ❑ fl1 D 6" DOWEL ❑
D a o P „ �6 HIGH 4 I_�-� ❑ y < o SECTION X-X 0 Z ¢ TRANSITION FROM 2' MODIFIED VALLEY GUTTER
z -I y RAISED FLOW ARROW 23/ c W ❑ c o C D m z
CDy 0 346" HIGH CC I- Za O D Z 0 DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES 0 TO N.C.D.O.T, CATCH BASIN
v v , O / '� r
Q Q O '' 0 DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR ONE �( W a
N.T.S.
a
o O DIMENSIONS BOX AND SLABS PIPE 0U.YDS. O O O ` 1�' +, r; L- O �■ D g" ,-. PIPE SPAN WIDTH HEIGHT BARS "A" IN BOX H
Z D ` \�\\ 11 rr \tt ',O i of.
/ 7,--
z Z o 'S� • X B" TOP BOTTOM WALL' LBS. CU. YDS. W _
-1 ` Z T c� ,i / =� = n 0 P-I = Z H EXP, JOINT D A B H N0. LENGTH E F SLAB SLAB FT, OF HT REINF MIN. "H" C.S. R.C. T
n O z /, e/I,� I 1 rr , cn W w m o z ��� 1 , , C) III
= O ` \ r _ " ` /$ J (n m O ,�"' 2" 2'-0" 2'-0" 2'-3" 12 2'-9" 3'-0" 3'-0' 0.167 0.167 0.185 22 0.750 0,015 0.024 J Z
07 o TI ` �``` 1 _ '4 1 3/4: I -J O ,� 0 1I 15" 2'-3° 2'-3" 2'-6" 12 3'-0" 3'-3" 3'-3" 0.196 0.196 0.204 24 0.902 0.023 0.036 CD 0
10n
�! 0 0 Q• 1 ,r i l� 1 1/ uR ` w _ X ° 6" x 18" 2'-6" 2'-6" 2'-9" 14 3'-3" 3'-6" 3'-6" 0.227 0.227 0.222 30 1.065 0.033 0.049 w V
I I Y
1-1 1 l 1 g L0.-1 Fes- 2 /$ 111111:111
24" 3'-0" 3'-0" 3'-3" 16 3'-9" 4'-0" 4'-0" 0.296 0.296 0.259 40 1.434 0.059 0.085
Z 1 r' Orr /$ T 2' 1 1 " 1 ,r ILO
2` 11 /" 4 1 30" 3'-6" 3'-6" 3'-9" 18 4'-3" 4'-6" 4'-6" 0.375 0.375 0.296 51 1.860 0.092 0.127
1 i�2,��� �$rr 1�/2rr � 4 36" 4'-0" 4'•0" 4'-3" 20 4' 9" 5'-0" 5'-0" - 0.463 0.463 0.333 64 2.341 0.132 0.178 1 0p000000 0000080
Y " D•WEL 42" 4'-6" 4'-6" 9" 22 5'-3" 5'-6" 5'-6" 0.560 0.560 0.370 77 2.878 0.180 0.243 C Ro °1
6" 4'
t I wiiii°I°M:CMILI vitix:LI:, 1 n s N.
a°° " oe ��°Ooo
�jiELERV 1 48" 5'-4" 5'-4" 5'-3" 26 6'-3" C-4" 6'-4" _ 0.743 0.743 0.407 111 3.623 0.235 0.317 e0e �� o eo °�
13/4" SECTION A-A 74 9
1 ` 1 �I /$ SECTION Y-Y 54" 5'-10° 5'•10" S-9" 28 6'-7" 6'-10" 6'-10" 0.865 0.865 0.444 126 4.283 0.297 0.401 a e° o �/�oeo %
60" 6'-6" 6'-6" 6'-3" 30 7'-3" 7'-6' 7'-6' 1.042 1.042 0.481 145 5.090 0.367 0.495 a o° q °eo e
SHEET 2 OF 2 TYPE - F \� SECTION A-A SHEET 2 OF 2 SHEET 1 OF 1 66" 7'-t" 7'-1" 6'-9" 32 T-10" 8`•1" 8'-1" 210 1.210 0.518 169 5.917 0.444 0.589 SHEET 1 OF 1 .1,-.: ° Q. SEAL ! u
840 .03 TYPE G -
840 . 03 840. 31 840. 31 e -
• 031315 o a
▪°gRRYS ?nosa0000000 es
No. Revision Date By Designer Scale PREPARED FOR: G S P CONSULTING, PLLC
GSP NO SCALE SI L O RIDGE
SIDBURY DEVELOPMENT I LLC Sheet No.
Drawn By Date STANDARD DETAILS 6626-C GORDON ROAD E N G I N E E R I N G
GSP March 2021
C-8
WILMINGTON, NC 28411
License# Job No. 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
P-0718 2020-0005 Topsail Township Pender County North Carolina 910-799-3006

������LL� SS 6' MAX.
Sal._
FABRIC t VARIABLE AS DIRECTED BY THE ENGINEER t , �
WARNING SIGN 1/2" • r 6" 18" WITH LINER F\J O GRAVEL 1\ P P ROAC H
SILT FENCE GEOTEXTILE FABRIC 3"R 1/8" R
< � TRrC PROTECTION AREA � P� � ' _ "
a11 �► .. ; + ,++*, �o so, N �.. ;f ,,6 90 __ - ONSITE CONCRETE WASHOUT
co FILL SLOPE DO NOT ENTER► ', �G ti .,--
"II
I`�' zWIRE FENCE + ► Qiv-
J0 ' �" • X =pr_ •
O.° STRUCTURE WITH LINER
1 I F I A Kl • r .,r •
it i� ;.. ..,4://v.
� `.,` xv w •► '- hamca, + • °' Ri�; IN' TA t,N(Q,tT SECOND ' �• � � _ :,00-002amokswernio44_ ► . f=,NrtlJM
M GRADE '' VN E ,� ► ��� + "�I' ,+ • �.
LEVEL
Fu- i iv. i4`! + *i. � � 1 RADE A'! f� 24 10' 0" MIN.
°; ♦_.,►�...... i�_w _,-,_ -. ►.ta .r_�.►_+ ai► �4 „ � ��r'�� .. .�`t� NO..°
EXPANSION JOINT
i ;,.. •F-41,- IN COVER , , _ «. __: _t �..',"-� -..`t R ,- ;. .._ " .�, 6 MIN. f:=�. �..
p 6 M Cp i_aI s i i �_ ��� E p- o� ®�
OVER FABRIC 'I2-' 'II 111--T �-- o,_J,,,J-Firri6 C�lll;;147- til61B�I�, ,I�1 >�1- -1il- gVil1Titai- IJ,l,�le',+1 €I' , I.I 2„ - 3„i•! #- WAY PAVING _
li-I I I I I_II I I `�`'� ROAD A
N F,' . mot, �h (TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND cp
ll EXTEND WIRE 6" MIN, INTO TRENCH j.5-• 1->\ COARSE AGGREGATE 1/4' : 1'-0" SLOPE OR AS SHOWN ON PLANS) �� V( )V /^ OR D BpGE�TYP.)
,' - OR NCDOT #4 STONE
�� Jfl
PLAN VIEW- FRONT VIEW 1 - 24 CURB & GUTTER v11 PLASTICLINING SANDBAGS TYP )
I- i 1?' 24" CURB AND GUTTER
SIDE VIEW 1i Ill 1 50' MIN. TERMINATION DETAILS
�_ -1 -�- REVERSE SLOPE b O p SIDE SLOPE OR STAPLE
�" "'� NOTES: '_"'-"' DIVERSION TO DIRECT RUNOFF FROM R/W - > < -..
.)
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF ._ t
NOTES: Co
/ A A III
-
1, SYNTHETIC FILTER FABRIC SHOULD BE OF AT 40" MATERIAL, LETTERS TO BE 3" HIGH MINIMUM, CLEARLY SECTION VIEW � ( ) ( ) ( ) C A A o Z X
LEGIBLE AND SPACED AS DETAILED, SIGNS SHALL BE En -- °6 2 .,�
LEAST 95% BY WEIGHT OF POLYOLEFINS OR CURB AND GUTTER _
POLYESTER, WHICH IS CERTIFIED BY THE T PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT TEMPORARY CONSTRUCTION ENTRANCE N.T.S. N `
MANUFACTURER OR SUPPLIER PER ASTM D 6461 `o- T EACH END OF LINEAR TREE PROTECTION AND 50 ON A
AND SHOULD CONTAIN ULTRAVIOLET RAY 4/ TREE PROTECTION AREA CENTER THEREAFTER. FOR TREE PROTECTION AREAS LESS N.T.S.
INHIBITORS AND STABILIZERS PER ASTM D 4355. �r 18" THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE . - GENERAL NOTES:
K, DO NOT ENTER SIGN PER PROTECTION AREA. ATTACH SIGNS SECURELY TO . _.
2. WIRE FENCE SHALL BE MINIMUM 14 GAUGE d- + FENCE POSTS AND FABRIC, MAINTAIN TREE PROTECTION I I ° : I r BUILDING CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 FOOT CLEARLY MARKED SIGNAGE SECTION A-A
WITH A MAXIMUM MESH OPENING OF 6-INCHES. FENCE THROUGHOUT DURATION OF PROJECT. 1 I ' r t FACE SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE CONCRETE ,.��/ NOTING DEVICE (18"X24" MIN.)
WARNING SIGN DETAIL " " ! i ° a FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT WASHOUT NOTES:
3. SEE THE NC EROSION AND SEDIMENTATION SIGN TO CONTAIN PHRASE NO MATERIAL STORAGE NOTE: SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING, 1. ACTUAL LOCATION DETERMINED IN FIELD
CONTROL MANUAL FOR OTHER SPECIFICATIONS. ** SIGN TO BE IN ENGLISH & SPANISH * ° I ° '• , i r CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
INJECTION MOLDED FITTINGS ARE I i 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
1 i I APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF
STANDARD TEMPORARY SILT / TREE PROTECTION FENCE AVAILABLE IN TEES, WYES, REDUCERS, I I ° I i 1-1/2" SHALL BE OBTAINED, ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
N.T.S. 45' BENDS AND BELL/BELL COUPLERS, 1 I i / 75% OF THE STRUCTURES CAPACITY.
CLEAN OUT END CAP * WT INJECTION MOLDED FITTINGS AND ` I ° I ° I I BE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND
ADJUST GRADE PER ENGINEERS PLAN WT PIPE CAN BE SUBSTITUTED FOR I ADJACENT TO ALL RIGID OBJECTS, 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
STANDARD METAL POSTS FINISHED GRADE I s ° i I PLAN CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
2 FT IN GROUND WATER TIGHT APPLICATIONS i
1
° ',Jig-, (0.25" MESH OPENING) T -, BELOW GRADE WASHOUT STRUCTURE
J ,-.- !! EXTENDS TO TOP OF BOX - 110 " NOT TO SCALE
! 44 9 DOWNSPOUT ADAPTE' ..rr 2 -0
PM.::: xx INJECTION MOLDED ST
`x' 1'-0" 1'-0"
_ o_•r� 11 •, , .,.., ►- *INJECTION MOLDED ST 45' WYE 45' BEND77-77 . ._.
''�o � � �� r�� - ON 1(Y-0" MIN. SANDBAGS (TYP.)
�* iir tr.� ,•` r■ ■, • INJECTION MOLDED TEE HIGH
- "" �� � w (OR ) � � • " COHESIVE & B OR STAPLES
ilk! 1 �gr dram C ! INSERT INJECTION MOLDED GASKETED 1-1/2 S9,5B ASPHALT
,�. , ,iima w . ♦ - SPIGOT BY BELL REDUCER ` `
*INJECTION :.a': • -. . , :_,:,,•‘,,,,...,:.•_ .fi .,,.7x1 SOIL BIERM TI 10 [Avis!L COHESIVE &
.rrrr�rrrinnorrumi i NAP CONNECTION MOLDED ST pIC LINING HIGH
FILTRATION
-o� 0: Y ". 90' BENDMill r ( ) t )
° LSIDE SLOP SOIL BERM
�- � �/ �/ � 1 D E LOW
/ X . h 1 1 %//%///////////////// / / / / / / / / d _ M 4, � �11111 ;
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Afr
�►, rr► v�► III► ° �i/\`�\\/\\4>V,/\\//\\//\/\\//\�\/\/\V/\/\/\s/\r/ /V/\; ABC STONE o C -_. v 1/4
� z\'�" O z \ �i/��/%IV
.. .r,- ,..- :.. 1 1 1J \\/\\XV \/\\d\\\\\\ \�'�\\\\\\\\\\`\\\\\\\\\\'/•\\i > _ ,��,�3.0//// / ''\�." / �� / :1� 0 '�� ��O�OOYO�O
_J_ 4 t y 1\/\/ //\/\/ / / / / / / / /� /i./ \,\\c /� ,`�/. . . /, </, /.-_ �` JJJ-J I \ ...F :p,=,, ✓/ // //� /\/>\// / / /�\//,//t 2)'//• -; n s /\n �\/\ \/\/. \.\.\/.\. \/\. \ \\\ \\ \\/.
COMPACTED . 2'-0"
NCDOT &ACED
INJECTON MOLDED WT HDPEPEOR SUBGRADE 6" SECTION B-B
STONE TO A HEIGHT OF TEE FITTING PVC SDR 35 (TYP) MODIFIED VALLEY GUTTER / v v v v
16" MINIMUM ABOVE TOP OF BOX N.T.S.
1"-B \__
ROOF DRAIN DETAIL WITH CLEANOUT OR SANDBAGS
(TYP.) NOTES:
NOTES: N.T.S. 1. ACTUAL LOCATION DETERMINED IN FIELD
1, DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING CLEARLY MARKED SIGNAGE 2. THE CONCRETE WASHOUT STRUCTURES
THE INLET, SPACE POSTS EVENLY AROUND THE PERIMETER OF THE 2�-0" - CONCRETE�/ NOTING DEVICE (18"X24" MIN.) SHALL BE MAINTAINED WHEN THE LIQUID
INLET, A MAXIMUM OF 4 FEET APART.
WASHOUT AND/OR SOLID REACHES 75% OF THE
O
E
2. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH, SECURE STRUCTURES HOLDINGGITY A ITY WITH
THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND � ADEQUATE CAPACITY WITH A
BOTTOM. PLACING A 1-FOOT FLAP OF THE WIRE MESH UNDER THE �' •• 1-1/2" S9,5B ASPHALT MINIMUM 12 INCHES OF FREEBOARD.
GRAVEL FOR ANCHORING IS RECOMMENDED.
#,,,,,;Y: PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS
• a!•• r . _ �„ .,,,,,. t_ ,,,. ,. ,, .,,, ,,, ,,,, ,,,-.� TO BE CLEARY MARKED WITH SIGNAGE
3. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE - v � �f�! !i!�•
• �... :•• � :� �. -a`tt-�z.,,L''t���..,�X,,o'e'.+>~..,i7�4 ,� NOTING DEVICE.
WITH A MIN HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH s�, • .••'. c� , !„ ,01,1 11>I; ;l�l;
. ,1r-li'-lit ,iY_,r .a7 .,�r-1 r ,i_,01 ABOVE GRADE WASHOUT STRUCTURE
TO AN EVEN GRADE. /•'/\//``%r/�\/oY/\//\`✓/ //' // Ij / / / / / / // / �/ NOT TO SCALE
PVC 0' \\/\\/\\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\�'\\ •" ABC STONE
STANDARD INLET PROTECTION ELBOW (TYP.) \\/ /\\/ \ \/\\i\\i\\/\\d\\/\\/ ,/\\/\\sS.\<: \/\f
:G a 6 a �o//t/i, /,\//U/d;�s://2 !:,/%ad d,;;//,d/,e/,/,t/,/;o\/�\;
NOT TO SCALE SEDIMENT r- COMPACTED PRELIMINARY DESIGN
f TRAP BERM ll SUBGRADE NOT FOR CONSTRUCTION
° -° SPILL
LL CURB
SKIMMER N.T.S.
°aa°°
SECTION FLOATATION
4" DIA, HDPE ACPIE
PVC TEE � SECTION
FLEXIBLE DRAIN PIPTYP.
END CAP-,� w- �, ,,,,((((/ SEQUENCE OF CONSTRUCTION
NOTES: „ . .,.,.x,.�\���, .,
1). ALL P.V.C. PIPES ARE TO BE 4" I.D., SCHEDULE 40 1- 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON LENGTH
2). ALL JOINTS OF THE FLOATATION SECTION SHALL BE 6" PIPE PVC END ®®° EROSION & SEDIMENT CONTROL PLAN. I
SOLVENT WELDED. JOINTS OF SKIMMER SECTION NEED ROUGH TYP.
°Q °
NOT BE WATER-TIGHT. BERM °. 2. INSTALL PERIMETER CONTROLS (TEMPORARY SILT FENCE, TREE .ter l iIC
.mil<i0 01
3). 4" HDPE FLEXIBLE DRAIN PIPE IS TO BE ATTACHED a°°°° "®� PROTECTION FENCING) AS SHOWN ON THE EROSION & SEDIMENT �l-(�. • ��� _
TO THE POND OUTLET STRUCTURE WITH WATER-TIGHT CONTROL PLAN. THIS STEP NEEDS TO BE COMPLETED PRIOR TO ►'��li�RIP-RAP
CONNECTIONS. STORM DRAIN PIPE f ��� �!t� o
1
UPSLOPE LAND DISTURBING ACTIVITIES. , Sd!tS.APRON see
4), ORIFICE IS TO BE SIZED ACCORDING TO STORAGE °0
°0
° 0f�� -�.
�- °0°°° 3. THE WET DETENTION BASINS WILL ACT AS SEDIMENT BASINS DURING �4°4014 j
VOLUME AND TO SLOWLY RELEASE 1" RUNOFF FOR AT °
LEAST 24-HOURS. PLAN VIEW '°°°° CONSTRUCTION ACTIVITIES. O L Y�o
P R O P YL E N CATCH ,,,,,,,,, ,,,,,,,,,
PLAN "BOOT' [BASIN 2 EACH
SCREEN 4. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES GRATE % DUMP
R IT WITHIN LIMITS F DISTURBANCE. STRAPS
ARE INSTALLED CLEAR AND GRUB SITE WI N L S O
:.\\\,,,, ? I r� THE SEDIMENT BASINS WILL BE PUMPED DOWN BY MECHANICAL MEANS > �\ y\y SLOPE = 0% TAILWATERl/r _J U /�/�/�//�//�//�/�/� ,r EXPANSION
` AS NEEDED TO MUCK OUT SEDIMENT WHEN THE SEDIMENT REACHES ,,, ��* ,. ,��/�>i:.`��i� ® ,�..�� ►.4 4a 50% CAPACITY. � �jU��jr/ ��/ ��/�i��� j`�i� FLOWg . RESTRAINT
O OOtl 000000a0 "• 000aa40a a040a /. aa000 x00000000 O 00000008 O00000 �.easesoases /. /. / /../_w//w/_ ./iw/i./i.i./i. - - - - k.4 •+ • ERFLOW 1 4' NYLON
eases eases i.�_� i� COPE 2 FLAT
a44444 . 4O006G40 - c - , r - , . 4 ® 444 . " STORM DRAIN PIPEts i� WASHERS
t , 1 STEEL 5, UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL AREASA ► .iINSTALLATION BAG DETAIL
�° STRAP (TYP.) WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 15 WORKING '\<��� �t /�\?� iTiT�// �� '�•'�'�''• •: DETAIL
DAYS AND ALL SLOPES WITHIN 21 CALENDAR DAYS.6, ONCE THE ROAD, PARKING AREAS, SANITARY SEWERS, WATERLINES NON-WOVEN FILTER FABRIC N.C.D.O.T, CLASS B
AND STORM SEWERS ARE IN PLACE, INSTALL INLET PROTECTION AS SECTIONRIPRAP, MINIMUM
6„ SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN. 18" THICK, TYPICAL TEMPORARY INLET DUMPSEDIMENT FILTER STRA' DUMP STRAP
7. UPON BRINGING THE ROADS TO SUBGRADE ELEVATIONS, STABILIZE RIPRAP LOCATIONS LENGTH (FT,) UPSTREAM DOWNSTREAM � �`ORIFICE DRILLED END CAP THE AREAS BY PLACING STONE BASE AS EARLY AS POSSIBLE WIDTH (FT,) WIDTH (FT.) • „,/// 4,APB I
N END C ,T IIIIII�IIII�III \\ \\\\\\\\\\\,\\\\s\\t„,,,, ,
8. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED AREAS 15" CULVERT 7.5 3.75 5.0 SAC'NOTE:
SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM AND 18" CULVERT 9.0 4.5 6.0 TEMPORARY INLET SEDIMENT FILTER TO 3E
INSTALLED ON ALL PAVED CATCH BASIN S OR o000000 000
SPECIFICATIONS ON SHEET C-1. 24" CULVERT 12.0 6.0 8.0 STORM INLETS. Op, 0,0\ o aR0l�°••
•
FRONT VIEW 9. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED 30" CULVERT 15.0 7.5 10.0 +000 4 0%ir ••••e
AREAS HAVE BEEN STABILIZED, MECHANICAL SEDIMENT CONTROLS SHALL 36" CULVERT •
18,0 9,0 12.0
BE REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING
i ea SEAL Sloe
SKIMMER DEWATERING DEVICE DEVICES SHALL BE DISPOSED OF BY SPREADING ON THE SITE OR 48" CULVERT 24.0 12.0 16.0 0710 031315 s
N.T.S. HAULING AWAY IF NOT SUITABLE FOR FILL. ALL DENUDED AREAS ARE " if
$°°.FUG I1469-1
TO BE PERMANENTLY STABILIZED WITH PERMANENT VEGETATION. RIP-RAP OUTLET PROTECTION ••°•*ogRR "OOks•
N.T,S. SILT SACK DETAIL •' Y S. o
NOT TO SCE 011*7 tb21
No. Revision Date By Designer Scale PREPARED FOR: GSP c a N S U LT I N ,� P L L C
GSP NO SCALE
SILO RIDGE SIDBURY
By Date BURY DEVELOPMENT I LLC Sheet No.
GSP March 2021 STANDARD DETAILS 6626-C GORDON ROAD ENGINEERING
WILMINGTON, NC 28411 C
-9
License# Job No.P-0718 2020-0005 Topsail Township Pender County North Carolina 910-799-3006 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel:[phone] fax: [phone]

PART III PART III PART III
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction 2, Provide under stored a ui ment. �.Ma R IMIL SANDBAGS SYP' SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
activitybeingconsidered compliant with the Ground Stabilization and Materials Handling drip pansany equipment. lir'' "�°Es R' �,aEFILTRATION
COHESIVE S
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the �.EE"°E ;,,° „°°°sr=, , Pa1SIEs"°� Self inspections are required during normal business hours in accordance with the table 1. E&SC Plan Documentation 1. Occurrences that Must be Reported
sections of the NCG01 Construction General Permit(Sections E and F,respectively). The 'S°ES PE "project. WAII mP`° °R ""� r° ■ °� ,* below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
permittee shall comply with the Erosion and Sediment Control plan approved by the -=•.=-mt - . <S � + personnel to be in jeopardy, inspectionmay delayedday approved E&SC plan must be kept up-to-date throu hout the coverage under thispermit.
All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as A ,s�Q� SECTIONR-R p y,the be until the next business on pp pg g (a) Visible sediment deposition in a stream or wetland.
delegated authority having jurisdiction. p hazardous waste(recycle when possible). R ` which it is safe to perform the inspection. In addition,when a storm event of equal to or The followingitemspertainingto the E&SC plan shall be kepton site and available for
may not apply depending on site conditions and the delegated authority having jurisdiction. ` "�°_ „ p "«CRT1ONSH,�M,TRUCTUE°
( Y p ) �R.M"RkE°�°"�E NFCTIONA-P °R� greater than 1.0 inch occurs outside of normal business hours,the self inspection shall be inspection a all times during ormal business hours.
5. Remove leaking vehicles and construction equipment from service until the problem °" "°,"On'cE(,ex, a) ^`L°°"T,°"°��M"m,"„E° ° .-��=�"�E E°°"°R�Ew^s„�STRUCTURES p (b) Oil spills if:
SECTION E:GROUND STABILIZATION has been corrected. ^ ° ."° M'" �" BE MAINTAINED E""E"°°'° performed upon the commencement of the next business day. Any time when inspections
THE)A2LO CONCRETE STRUCTURES R s REACHES ao of
WONTFV,m"THE LIQUID E= FaE�a p"^ were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more,
6. Bring used fuels, lubricants,coolants, hydraulic fluids and other petroleum products MINIMUM 11NCHE$OF
Required Ground Stabilization Timeframes r 3CONCRETEWASR°°TSTRUCTURENffWr°BE O BE ONCRE1Ew °°. °°nRE"EEDS -
to a recycling or disposal center that handles these materials. CLEARY MARKED NUS R°""GE NOTING
DEVOE t „°„"°°E„°E MARKED
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Stabilize within this "°R�EYM Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date • They cause sheen on surface waters(regardless of volume),or
BELOWGRAOE AS OUT STRUCTURE ABOVE GRADE WASHOUTSTRUGTURE business hours) locations,dimensions and relative elevations and sign an inspection report that lists each
Site Area Description many calendar Timeframe variations ° N.°�^-E
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE (1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume).
maintained in If no daily rain gauge observations are made during weekend or plan. This documentation is required upon the
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. good working holiday periods, and no individual-day rainfall information is initial installation of the E&SC measures or if
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS order available, record the cumulative rain measurement for those un- the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
swales,ditches, and 7 None receptacle)on site to contain construction and domestic wastes. attendedd ). dDays (andn this now rainfalll determine occurred
ur if a site inspection is
p ) 1. Do not discharge concrete or cement slurry from the site. needed). Days on which occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled, hardened concrete residue in accordance with local "zero." The permittee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S. 143-215.85.
(b) A phase of grading has been completed. Initial and date a copy of the approved E&SC
(b) High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. approved by the Division.
runoff
plan or complete,date and sign an inspection
7 None (2) E&SC At least once per 1. Identification of the measures inspected,
4. Locate waste containers on areas that do not receive substantial amounts of 3. Manage washout from mortar mixers in accordance with the above item and in report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses.
(HQW)Zones g Measures 7 calendar days 2. Date and lime of the inspection,
If slopes are 10'or less in length and are from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within and within 24 3. Name of the person performing the inspection, construction phase.
(c) Slopes steeper than 7 p g 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. hours of a rain 4. Indication of whether the measures were operating (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
3:1 not steeper than 2:1, 14 days are event>1.0 inch in properly,
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an 24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger healthor the
-7 days for slopes greater than 50' in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for 6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment.
led th and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available, use one of the two (3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
g types of temporary p discharge 7 calendar days 2. Date and time of the inspection,
containers overflow. yp porar concrete washouts rovided on this detail. (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
-7 days for perimeter dikes,swales, outfalls(SDOs) and within 24 3. Name of the person performing the inspection, p g q
d Slopes 3:1 to 4:1 14 ditches perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures
( ) p p p After a permittee becomes aware of an occurrence that must be reported, he shall contact
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or event>1.D inch in sheen,floating or suspended solids or discoloration, have been performed. the appropriate Division regional office within the timeframes and in accordance with the
be pumped out and removed from project.
discharged to the storm drain system or receiving surface waters. Liquid waste must 24 hours 5. Indication of visible sediment leaving the site, (e) Corrective actions have been taken Initial and date a copy of the approved E&SC
-10 days for Falls Lake Watershed 6. Description,evidence,and date of corrective actions taken. other requirements listed below. Occurrences outside normal business hours may also be
- - -- - to E&SC measures. plan or complete,date and sign an inspection
-7 days forperimeter dikes,swales, PAINT AND OTHER LIQUID WASTE (4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record reported to the Department's Environmental Emergency Center personnel at(800)
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it site 7 calendar days of the following shall be made: report to indicate the completion of the
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 858-0368.
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action.
14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive hours ofa rain the site limits,
flatter than 4:1 I waters unless no other alternatives are reasonably available. event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements
there is zero s ope spills or overflow. 24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification.
Note:After thepermanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone releases.
site and available for inspectors at all times during normal business hours, unless the deposition in a • Within 7 calendar days,a report that contains a description of the
as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the (5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Divisionprovides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
ground stabilization shall be converted to permanent ground stabilizationo p p
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. wetlands onsite 7 calendar days stream has visible increased turbidity from the construction
or offsite and 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
(where hours within rain 1. Description,evidence and date of corrective actions taken,and case-by-case y-staf asis.
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location. accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment-
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit 24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional
awayfrom storm drains, (6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC
GROUND STABILIZATION SPECIFICATIONmonitoring,inspections or apply more stringent practices ifstaff
1. Install portable toilets on level ground,at least 50 feet overflow events. Replace the tarp, sand bags or other temporary structural (b) Records of inspections made during the previous twelve months. The permittee shall
stabilization of grading measures,clearing and grubbing,installation of storm determine that additional requirements are needed to assure compliance
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the
with the federal or state impaired-waters conditions.
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work, remove remaining leavings and dispose of ground cover). electronically-available-available records in lieu of the re uired a er co ies will be allowed if
Temporary Stabilization p g g p 2. Documentation that the required ground stabilization y ,• q paper p release of shall include information about the date,time, nature,volume and
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit, if applicable,and stabilize any disturbance measures have been provided within the required shown to provide equal access and utility as the hard copy records. hazardous location of the spill or release.
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. timeframe or an assurance that they will be provided as substances per Item
• Geotextile fabrics such as permanent soil 3.Documentation to be Retained for Three Years
• Hydroseeding 3. Monitor portable toilets for leaking and properly dispose of any leaked material. soon as possible. 1(b)-(c)above
• erosion control products with or reinforcement matting All data used to complete the a NOI and all inspection records shall be maintained for a period c Anticipated • A report at least ten days before the date of the bypass,if possible.
Rolled p g Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace ( )
without temporary grass seed • Hydroseeding with properly operating unit. NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered HERBICIDES, PESTICIDES AND RODENTICIDES 122.41(m)(3)] effect of the bypass.
• Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification.
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • within7calendar days,a report that includes an evaluation of the
such as concrete,asphalt or 50 feet awayfrom storm drain inlets,sediment basins, perimeter sediment controls 2. Store herbicides, pesticides and rodenticides in their original containers with the 122.41(m){3)] quality and effect of the bypass.
• Structural methodsp label,which lists directions for use,ingredients and first aid steps in case of (e) Noncompliance • Within 24 hours,an oral or electronic notification.
retainingwalls and surface waters unless it can be shown no other alternatives are reasonably poisoning. 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 with the conditions • Within 7 calendar days,a report that contains a description of the
accidentalp g
• Rolled erosion control products with grass seed available. r fl is 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). of this permit that noncompliance,and its causes;the period of noncompliance,
3. Do not store herbicides,pesticides and rodenticides in areas whe a ooding
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water. If a spill occurs,clean area immediately. health or the been corrected,the anticipated time noncompliance is expected to
1. Select flocculants that areappropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 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 environment[40 continue;and steps taken or planned to reduce,eliminate,and
4. Do not stockpile these materials onsite. ( ) y p p
construction,selecting from the NC DWR List of Approved PAMS/Floccu/ants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance shall not commence until the E&SC plan authority has approved these items, CFR 122.41{I)(7)] Division
reoccurrencestaff
may waive the requirement
for.a CFR 122.o t on).
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined • case-by-case
iby cas e may the requirement a written report on a
pp Y (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, case-by-case basis.
3. Apply flocculants at the concentrations specified in the NC DWR List o Approved as vegetative, physical or chemical coverage techniques that will restrain accelerated
f HAZARDOUS AND TOXIC WASTE (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
PAMS/Flocculants and in accordance with the manufacturer's instructions.
erosion on disturbed soils for temporary or permanent control needs. 1. Create designated hazardous waste collection areas on site. properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment. (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,
offsite. 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover (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.
or surrounded by secondary containment structures.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 NCGO1 SELF-INSPECTION RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
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Sheet No.
GSP ' - 30 SI LO RIDGE
Drawn By Date STANDARD DETAILS SIDBURY DEVELOPMENT I LLC
GSP March 2021 6626-C GORDON ROAD ENGINEERING C-1O
License# Job No.
WILMINGTON, NC 28411 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel:[phone] fax: [phone]
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No. Revision Date By Designer GSP Scale 1„-150, PREPARED FOR: G S P CONSLiLTING7PLLC
Sheet No.
Drawn By Date SILO RIDGE DRAINAGE AREA MAP SID BURY DEVELOPMENT I LLC
GSP March 2021 6626-C GORDON ROAD ENGINEERING D-1
WILMINGTON, NC 28411 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel:[phone] fax: [phone]
License# Job No.
P-0718 2020-0005 Topsail Township Pender County North Carolina 91oa99-3o06