Cherry_Point_Crossing_Plans_Permit_Set_030626.pdf

PDF 6 MB Posted May 28, 2026

Attached to: Cherry Point Preserve Stormwater Pipe
Solicitation number: 070726
Issued by: Barnwell County, South Carolina

About this file

Written by GovTribe AI · Jun 23, 2026

This is a permit set and site development plan for the Pritcher Point Stormwater Improvement project in Beaufort County, South Carolina, prepared by Ward Edwards, Inc. for Beaufort County Procurement Services. The project involves the installation of stormwater infrastructure to maintain access across an existing drainage ditch at the Cherry Point Preserve property (Tax Map #R600 013 000 0061 0000). The proposed improvements include a 60-inch reinforced concrete pipe (RCP) culvert designed to convey a 100-year storm flow of 103.42 cubic feet per second, along with a gravel-stone surface crossing above the pipe to facilitate staff access from the entrance gate to the eastern portion of the property. The permit set includes a cover sheet, construction notes, existing conditions plan, initial erosion control plan, clearing and demolition plan, and paving, grading, and drainage plan. The project encompasses approximately 0.50 acres of disturbance within the 91.47-acre site and is estimated to commence on February 1, 2026, with completion targeted for June 1, 2026. The design was developed to minimize tree removal, with only necessary trees removed to accommodate the stormwater crossing while preserving specimen trees to the extent practicable.

The construction documents were prepared using NAD83 horizontal datum and NAVD88 vertical datum, with survey data provided by Atlas Surveying, Inc. based on field work completed December 19, 2025. The site is located in dual flood zones: Zone X (0.2% annual chance) and Zone AE (base flood elevation 11 feet). The project includes comprehensive erosion and sediment control measures, including silt fence, sediment tubes, tree protection barriers, inlet protection, and temporary sediment basins. All construction activities must comply with South Carolina's Underground Facility Damage Prevention Act, with contractors required to notify South Carolina 811 at least three working days before commencing excavation. The existing drainage infrastructure includes a 30-inch pipe from the Malind Bluff subdivision that initiates the ditch system. Utility contacts are provided for Palmetto Electric, Dominion Energy, BJWSA, Sparklight, Century Link, and Santee Cooper. The contractor is responsible for obtaining all tree removal permits, coordinating required inspections with Beaufort County, maintaining off-street parking, adhering to weight limits on public roads, keeping at least one driving lane open to traffic, and providing traffic control as needed. Temporary stabilization measures must be initiated within 14 days of construction cessation, and weekly site inspections are required during all land-disturbing activities.

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Other files

File	Type	Posted
Cherry_Point_Preserve_Stormwater_Pipe_(Addendum_#4_Revision).pdf	PDF	Jun 16, 2026
Cherry_Point_Crossing_Stormwater_Pipe_Sizing_Narrative.pdf	PDF	May 28, 2026
Cherry_Point_Crossing_P&Z_SW_Permit.pdf	PDF	May 28, 2026
Cherry_Point_Crossing_MS4_Approval_Letter.pdf	PDF	May 28, 2026
Cherry_Point_Crossing_CZC_State_Certification_HQM-9184-MPY97.pdf	PDF	May 28, 2026
Exhibit_4_-_Monthly_Compliance_Status_Report.pdf	PDF	May 28, 2026

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C001

Co ve r Sh ee t

N o.

De sc ri pt io n

Da te

Pl an

R ev is io ns

7 6 5 4 3 2 1 th is d oc um en t a nd a ll r ep ro du ci bl e co pi es o f th is d oc um en t a re t he p ro pe rt y of w a rd e dw a rd s, i nc r ep ro du ct io n or a lt er a ti on s of t hi s dr a w in g w it ho ut t he w ri tt en c on se nt o f w a rd e dw a rd s, i nc is n ot p er m it te d.

Be au fo rt

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Project #:

Date:

Checked by:

170601 03/06/26

DKL

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Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

03/06/26

Site Development Exhibits for

Beaufort County Pritcher Point Stormwater Improvements

Usage: Drainage

Beaufort County, South Carolina

Tax Map #: R600 013 000 0061 0000

Pritcher Point Rd

GIS coord: N32° 19' 48", W80° 55' 23"

Vicinity Map (Not To Scale)

Schedule of Drawings DescriptionSht No.

Release Schedule DescriptionRel # Date

A. Released for Review 02-09-26 B. Released for Permitting 02-26-26 C. Released for Permitting 03-06-26

C001

C002 C101

C201

C301

C401

C402

C501

C502

Cover Sheet

Construction Notes

Existing Conditions

Initial Erosion Control

Clearing & Demo

Paving, Grading, & Drainage Plan Pipe Crossing Cross Section

Construction Details

Developer:

Gillian Murray Beaufort County Procurement Services PO Drawer 1228 Beaufort, SC 29901 843.255.2287 gmurray@bcgov.net

Not to Scale Land Surveyor:

Atlas Surveying, Inc.

843.645.9277

Design Team

SITE

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AutoCAD SHX Text WARD EDWARDS, INC. No. C00152

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Tree Protection-Beaufort County

1. All specimen trees per article 5.11.100 of the Beaufort County zoning and development standards ordinance, must be preserved unless specifically approved for removal in accordance with the Beaufort County zoning and development standards ordinance and indicated on the plans to be removed.

2. Prior to commencing any clearing or construction operations on the site, the contractor shall erect tree protection barriers around each tree or group of trees designated for preservation in accordance with the details on the plans and the requirements contained in article 5.11.100 of the Beaufort County zoning and development standards ordinance.

3. A tree protection zone shall be established in accordance with the provisions contained in article 5.11.100, section E of the Beaufort County zoning and development standards ordinance for each existing tree designated for preservation. The minimum tree protection zone as defined in the ordinance is a circular area centered on the tree and having a radius of one foot per inch dbh (diameter at breast height). The size or configuration of the tree protection zone may be modified only upon approval by the development review team.

4. The area within the tree protection zone must remain open and unpaved. no change of grade will be allowed within the tree protection zone except for a 2-inch cut or 2-inch fill of topsoil, sod or mulch. Any activity within the tree protection zone is subject to approval by the zoning and development administrator. the following activities are prohibited within the tree protection zone:

A. Placement or storage of any soil, debris, oils, fuel, paints, building materials or any other materials.

B. Burning C. Vehicle parking D. Paving E. Trenching for utilities

5. Where utility lines must pass thru the tree protection zone, they shall be installed by horizontal boring beneath the roots of the tree.

6. Where it is necessary for machinery and equipment to pass within the tree protection zone, approval must be obtained from the zoning and development administrator.

special measures will be required to protect the roots from excessive compaction.

7. The contractor is responsible for obtaining all tree removal permits and for coordinating all inspections required by Beaufort County in connection with tree preservation and removal activities. during construction.

Sequence of Construction Activities Estimated Start Date: 02-01-26 Estimated Completion Date: 06-01-26

General Notes:

1. Boundary information provided by An As-Built Tree & Topographic Survey of ±3.7 Acres off Pritcher Point Road, dated 12/19/25, by Atlas Surveying, Inc.

2. Topographic data provided by Atlas Surveying, Inc., dated 12/19/25.

3. Approximate location of certain existing underground utility lines and structures are shown on the plans for information only. Additional underground lines or structures may exist that are not shown. Call South Carolina 811 at 811 or 1-888-721-7877 between the hours of 7:00 am and 7:00 pm Monday thru Friday at least three working days before commencing construction. Request underground utilities to be located and marked within and near the construction site.

4. Comply with "South Carolina Underground Facility Damage Prevention Act (effective June 7, 2012). Notification of Intent to excavate may be given by calling the toll free number: 1-800-922-0983.

5. Protect bench marks and property monuments from damage during construction operations. Replace any bench marks or monuments damaged or destroyed as a result of contractor's operations, at no cost to the owner, by a licensed surveyor in the state of South Carolina.

6. Off-street parking for the contractor's employees and authorized visitors to the site must be provided and maintained throughout construction.

7. The contractor is responsible for adhering to weight limits prescribed for all public roads when hauling equipment and materials to and from the project site. Damages to existing pavement due to the contractor's construction operations or improper transportation of materials and equipment shall be the responsibility of the contractor.

8. At least one driving lane on public roads shall remain open to traffic at all times. Traffic lanes will only be closed with the express written consent of the agency having jurisdiction over the roadway. Notify agency having jurisdiction at least 5 days before closing any driving lanes to traffic. Provide traffic control devices, signs and flagmen as required to ensure public safety.

9. Contractor shall coordinate demolition, clearing and construction of improvements to minimize interference with vehicular and pedestrian traffic and with operations of existing facilities.

Site Grading and Drainage:

1. All utilities shown are approximate locations. The contractor shall be responsible for providing 72-hour notice to all respective utility companies for field verification of existing utilities prior to construction. Any damages to existing utilities due to this construction shall be the responsibility of the contractor.

2. Temporary control of storm water drainage shall be the responsibility of the contractor. Sequencing and construction techniques shall prevent obstruction of storm sewers, ponding in traffic areas or rising of water levels which would enter adjacent buildings or structures.

3. Full width of street and road rights-of-way must be cleared and graded as shown in the details on the drawings.

4. Subgrade preparation: top soil shall be removed from paved areas to a minimum depth as recommended in the project's geotechnical report. All excavation shall be to subgrade limits.

5. All utility pipe lines, conduits and sleeves under paved areas must be in place prior to completion of the roadway subgrade compaction.

6. Finish grading shall include the placement of topsoil over all unpaved areas not occupied by buildings or structures and fine grading around buildings, adjacent to walks, curbs, gutters and structures to assure positive drainage.

Utility Contacts:

Palmetto Electric 843-208-5512 1 Cooperative Way, Hardeeville, SC 29927 Dominion Energy 800-251-7234 PO Box 100255 Columbia, SC 29202

BJWSA 843-987-9200 6 Snake Road, Okatie, SC 29909

Sparklight 877-427-4729 PO Box 3380, Bluffton, SC 29910 (925 Fording Island rd)

Century Link 843-525-0044 2127 Boundary ST #16, Beaufort, SC 29902 Santee Cooper 843-761-8000 1 Riverwood Drive, Moncks Corner, SC 29461

Project Information

Source of Title:

Beaufort County Register of Deeds, Deed Book 3194 Page 1874

Use:

Existing: Undeveloped Proposed: Access Road

Property Owner:

Beaufort County PO Box 1228 Beaufort SC, 29901

Surveyor:

Name: Jeremy W. Reeder

PLS #: 28139

Flood Zone:

X (0.2% chance) & AE (base flood elev:11')

Property Zoning:

Natural Preserve [T1NP]

Site Area:

Total: 91.47 acres Disturbed: x.x acres

Clearing / Demolition Legend

Demolition

Milling

Tree to be Removed

Tree Protection

Storm Sewer/Drainage Legend

Drop Inlet

Curb Inlet (with Grate)

Type 16 Curb Inlet

Valley Gutter Inlet

Trench Drain

Weir Inlet

Yard Inlet

Junction Box

Cleanout

Downspout

Storm Drain

Underdrain

Roof Drain Collector

Flared End Section

Headwall

Headwall with Wings

Outlet Control Structure

Ditch Centerline

Direction of Flow

Proposed

Limits of Disturbance:

Erosion Prevention

Land Grading:

Surface Roughening:

Topsoiling:

Temporary Seeding:

Mulching:

ECB or TRM:

FGM:

BFM:

Permanent Seeding:

Sodding:

Riprap:

Outlet Protection:

Dust Control:

Polyacrylamide (PAM):

Grading Legend

Proposed

Top of Pavement Elevation

Top of Walk Elevation

Top of Curb Elevation

Finish Grade

High Point

Low Point

Contour

Ditch Centerline

Direction of Flow

Paving Hatch Legend

Proposed Concrete Paving

Proposed Pervious Concrete Paving

Proposed Sidewalk/Concrete

Reinforced Grass Fire Lane

Proposed Aggregate/Stones

Proposed Asphalt (light duty)

Proposed Asphalt (heavy duty)

Mill & Overlay Asphalt

Proposed Concrete Pavers

Sediment Control

Sediment Basin:

Temporary Sediment Trap:

Rock Sediment Dike:

Rock Check Dam:

Sediment Tube:

Silt Fence:

Reinforced Silt Fence:

Type A-Fabric Inlet Protection:

Type A-Sediment Tube Inlet Protection:

Type B - Wire Mesh and Stone Drop Inlet Protection:

Type C - Block and Gravel Inlet Protection:

Type D - Rigid Inlet Filters:

Type E - Surface Course Curb Inlet Filter:

Type F - Inlet Tube:

Type FC - Filter Bag Curb Inlet Protection:

Type FB - Filter Bag Grate Inlet Protection:

Concrete Washout

SCDES/BCM Sediment and Erosion Control Standard Notes (Revised Dec-2012):

1. If necessary, slopes, which exceed eight (8) vertical feet should be stabilized with synthetic or vegetative mats, in addition to hydroseeding. It may be necessary to install temporary slope drains during construction. Temporary berms may be needed until the slope is brought to grade.

2. Stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than fourteen (14) days after work has ceased, except as stated below.

A. Where stabilization by the 14th day is precluded by snow cover or frozen ground conditions stabilization measures must be initiated as soon as practicable.

B. Where construction activity on a portion of the site is temporarily ceased, and earth-disturbing activities will be resumed within 14 days, temporary stabilization measures do not have to be initiated on that portion of the site.

3. All sediment and erosion control devices shall be inspected once every calendar week. If periodic inspection or other information indicates that a BMP has been inappropriately, or incorrectly installed, the permittee must address the necessary replacement or modification required to correct the BMP within 48 hours of identification.

4. Provide silt fence and/or other control devices, as may be required, to control soil erosion during utility construction. All disturbed areas shall be cleaned, graded, and stabilized with grassing immediately after the utility installation. Fill, cover, and temporary seeding at the end of each day are recommended. If water is encountered while trenching, the water should be filtered to remove sediment before being pumped back into any waters of the state.

5. All erosion control devices shall be properly maintained during all phases of construction until the completion of all construction activities and all disturbed areas have been stabilized. Additional control devices may be required during construction in order to control erosion and/or offsite sedimentation. All temporary control devices shall be removed once construction is complete and the site is stabilized.

6. The contractor must take necessary action to minimize the tracking of mud onto paved roadway(s) from construction areas and the generation of dust. The contractor shall daily remove mud/soil from pavement, as may be required.

7. Residential subdivisions require erosion control features for infrastructure as well as for individual lot construction. Individual property owners shall follow these plans during construction or obtain approval of an individual plan in accordance with S.C. reg. 72-300 et seq. and SCR100000.

8. Temporary diversion berms and/or ditches will be provided as needed during construction to protect work areas from upslope runoff and/or to divert sediment-laden water to appropriate traps or stable outlets.

9. All Waters of the State (WOS), including wetlands, are to be flagged or otherwise clearly marked in the field. A double row of silt fence is to be installed in all areas where a 50-foot buffer can't be maintained between the disturbed area and all WOS. A 10-foot buffer should be maintained between the last row of silt fence and all WOS.

10. Litter, construction debris, oils, fuels, and building products with significant potential for impact (such as stockpiles of freshly treated lumber) and construction chemicals that could be exposed to storm water must be prevented from becoming a pollutant source in storm water discharges.

11. A copy of the SWPPP, inspections records, and rainfall data must be retained at the construction site or a nearby location easily accessible during normal business hours, from the date of commencement of construction activities to the date that final stabilization is reached.

12. Initiate stabilization measures on any exposed steep slope (3H:1V or greater) where land-disturbing activities have permanently or temporarily ceased, and will not resume for a period of 7 calendar days.

13. Minimize soil compaction and, unless infeasible, preserve topsoil.

14. Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. Wash waters must be treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge.

15. Minimize the discharge of pollutants from dewatering of trenches and excavated areas. These discharges are to be routed through appropriate BMPs (sediment basin, filter bag, etc.).

16. The following discharges from sites are prohibited:

A. Wastewater from washout of concrete, unless managed by an appropriate control.

B. Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds and other construction materials.

C. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance.

D. Soaps or solvents used in vehicle and equipment washing.

17. After construction activities begin, inspections must be conducted at a minimum of at least once every calendar week and must be conducted until final stabilization is reached on all areas of the construction site.

18. If existing BMPs need to be modified or if additional BMPs are necessary to comply with the requirements of this permit and/or SC's water quality standards, implementation must be completed before the next storm event whenever practicable. If implementation before the next storm event is impracticable, the situation must be documented in the SWPPP and alternative BMPS must be implemented as soon as reasonably possible.

19. A pre-construction conference must be held for each construction site with an approved on-site SWPPP prior to the implementation of construction activities.

For non-linear projects that disturb 10 acres or more, this conference must be held on-site unless the department has approved otherwise.

Site Clearing and Demolition:

1. No clearing shall occur within designated buffer zones, tree protection zones, outside of the property lines or beyond the clearing limits unless otherwise specifically shown on the plans.

2. Only those trees designated on the drawings for removal are to be removed as part of the site clearing operations.

3. The contractor shall install a continuous line of flagging or fencing along the limits of clearing prior to commencing any clearing, demolition, or construction work on the project.

4. Exercise caution during clearing operations to avoid felling trees into designated tree protection zones.

5. No burning will be allowed within 50 feet of a tree protection zone or tree drip line. Contractor shall coordinate any burning operations with local jurisdiction and fire departments.

6. Selective clearing areas shall be cleared of all brush and understory growth.

Items must occur in the order listed; items cannot occur concurrently unless specifically noted.

Phase 1: (Initial)

1. Receive NPDES coverage from SCDES.

2. Hold pre-construction meeting.

3. Notify SCDES regional office or BCM office 48 hours prior to beginning land-disturbing activities.

4. Installation of construction entrance.

5. Clearing & grubbing only as necessary for installation of perimeter controls.

6. Installation of perimeter controls (e.g. silt fence).

7. Install tree protection.

8. Install inlet protection.

9. Install sediment tubes.

10. Clearing & grubbing only in areas of basin.

Phases 2 & 3: (Intermediate & Final)

11. Clearing & grubbing of site or demolition (sediment & erosion control measures for these areas must already be installed).

12. Rough grading.

13. Fine grading, paving, etc.

14. Place topsoil & establish finish grades.

15. Install permanent seeding.

16. Flush any sediment from storm sewer pipes and inlets.

17. Removal of temporary sediment & erosion control measures (including skimmer) after entire area draining to the structure is finally stabilized (the department recommends that the project owner / operator have the SWPPP preparer or registration equivalent approve the removal of temporary structures).

18. Submit notice of termination (NOT) to SCDES as appropriate.

· NOTE: Perform weekly site inspections during land disturbing activities and make recommendations for additional BMPs or maintenance of existing BMPs

· NOTE: All pumped dewatering shall be performed using an appropriately sized pumped water filter bag.

ADT

ASPH

BEG

BOB

BOTT

BRG

B/C C C & G

CATV

CONST

CORR

DBI

DBL

DHV

DIA or D

DIP

e E

EGL

EL or ELEV

EMBK

ENGR

ESMT

EXIST

F & I

FES

FFE

FUT

GRD

H or HT

HDPE

HDWL

HORIZ

HWY

HYD

INSTL

LGTH

LOW

MES

MHW

Acre Average Daily Traffic Asphalt Begin Baseline Benchmark Bottom Of Bank Bottom Bearing Buried Telephone Back of Curb rate of Change in slope Curb and Gutter Cable Television Catch Basin Curb Inlet Clearance or Centerline Construction Correction Cubic Feet Cubic Yard Drainage Area Ditch Bottom Inlet Double Design Hourly Volume Drop Inlet Diameter Ductile Iron Pipe Ditch Superelevation East or External distance Existing Grade Line Elevation Embankment Engineer Equal Easement Endwall Existing Furnish and Install Flared End SECTION Finish Floor Elevation Fire Hydrant Force Main Foot or feet Future Grate Inlet Grade Height High Density Polyethylene Headwall Horizontal High Point HIghwater Highway Hydrant or hydraulic Inside Diameter Invert Elevation Inch Install Junction Box Linear Feet Length Limit Of Work Low Point Left Mitred End Section Manhole Mean High Water

NBR

NGVD

NIC

OHP

PAVT

PCC

PERF

PGE

PGL

PRC

PRCST

PVC

PVI

Q R R or RAD

RCP

RDWY

REQ or REQD

R/W S

SAHM

SAN

SBR

SED

SHW

SSMH

STA

SUBGR

SUR

SW or SWK

TCE

TEL

TEMP

TOB

TYP

UNDDR

UTIL

VERT

WWF

Mechanical Joint North North Bound Roadway Normal Crown National Geodetic Vertical Datum Not In Contract Outside Diameter Overhead Overhead Power Pavement Point of Curvature Point of Compound Curvature Perforated Profile Grade Profile Grade Elevation Profile Grade Line Point of Intersection Property LINE

Point of Rotation Point of Reverse Curvature Precast Point of Tangency Polyvinyl Chloride Point of Vertical Intersection Peak discharge or flow volume (cfs) Rate of change in elevation Radius Reinforced Concrete Pipe Roadway Required Right Right Of Way Speed or South or Slope Sand-asphalt hot mix Sanitary Square Foot or Silt Fence Square Yard South Bound Roadway Storm sewer Sediment Seasonal High Water Sanitary Sewer Sanitary Sewer Manhole Station Subgrade Survey Sidewalk Top of Curb Temporary Construction Easement Telephone Temperature or temporary Top of Grate Top of Bank Top of Pavement Top of Sidewalk Typical Underdrain Underground Underground Electric Underground Telephone Utilities Vertical Width or West Water Line Water Main Water Table or weight Water Valve Welded Wire Fabric Yard Inlet

STANDARD

ABBREVIATIONS

Co ns tr uc ti on

N ot es N o.

De sc ri pt io n Da te

Pl an

R ev is io ns

Be au fo rt

C ou nt y

Pr it ch er

P oi nt St or m w at er Im pr ov em en t Be au fo rt C ou nt y, S ou th

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Project #:

Date:

Checked by:

170601 03/06/26

DKL

WGP

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

03/06/26

C002

Not to Scale

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WI:A1

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CI:A1

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CI:A1

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JB:A1

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DI:A1

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YI:A1

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VI:A1

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TD:A1

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RIPRAP

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PAM

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FGM

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BFM

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NPDES

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TP:22.50

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TW:22.50

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TC:22.50

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FG:22.5

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CWS

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N/F

LISSAIDY C.

LARA ANDUJAR

& FRANCISCO NUNEZ

N/F

PETER GEORGES

N/F

MAYRA & PARIS

FRANANDO MILTON

N/F

BEAUFORT COUNTY

N/F

MALIND BLUFF HOMEOWNERS

ASSOCIATION, INC.

PRITCHER POINT ROAD

N/F

BEAUFORT COUNTY

C101

Ex is ti ng

C on di ti on s

Pl an

N o.

De sc ri pt io n

Da te

Pl an

R ev is io ns

Be au fo rt

C ou nt y

Pr it ch er

P oi nt St or m w at er Im pr ov em en t Be au fo rt C ou nt y, S ou th

C ar ol in a

Be au fo rt

C ou nt y

Pr oc ur em en t

Se rv ic es

P al m et to W ay P.

Bo x

1, B lu ff to n, So ut h

Ca ro lin a

7-w w w .W ar dE dw ar ds .c om

Pe rm it S et

N O

Project #:

Date:

Checked by:

170601 03/06/26

DKL

WGP

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

03/06/26

Scale:1"= '30

60300

Feet

REFERENCES

PREPARED FOR:

WARD EDWARDS ENGINEERING

±3.7 ACRES

OFF PRITCHER POINT ROAD

NOTES

LEGEND

ATLAS

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

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PIN:R600 013 000 0634 0000 PB:158 PG:140 PG:140 DB:4197 PG:2428PG:2428

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PIN:R600 013 000 0636 0000 PB:158 PG:140 PG:140 DB:4218 PG:291PG:291

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PIN:R600 013 000 0635 0000 PB:158 PG:140 PG:140 DB:4213 PG:2120PG:2120

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PRITCHER POINT ROAD 30' ACCESS EASEMENT (PER PB:157 PG:17)

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APPROXIMATE LOCATION OF FEMA FLOOD LINE

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FLOOD ZONE X(0.2% CHANCE)

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FLOOD ZONE AE(ELEV. 11')

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APPROX. 1,160' TO THE R/W OF HIGHWAY 17

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PIN:R600 013 000 0061 0000 PB:116 PG:37 PG:37 DB:3194 PG:1874PG:1874

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HIGHWAY 17

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EL.:

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BENCHMARK

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NAIL IN TREE

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DATUM:NAVD 88

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GI RIM:16.19' IE:12.44'

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±40LF 30" RCP @ 0.93%

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IE:12.07

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4' WIRE FENCE

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5/8" RBF W/CAP N:180,423.35' E:2,023,123.87'

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5/8" RBF W/CAP N:180,360.38' E:2,023,218.91'

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PIN:R600 013 000 0646 0000 PB:158 PG:140 PG:140 DB:4217 PG:3185PG:3185

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APPROXIMATE LOCATION OF FEMA FLOOD LINE

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FLOOD ZONE X(0.2% CHANCE)

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FLOOD ZONE X

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SURVEY LIMITS (12-19-2025)

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SURVEY LIMITS (12-19-2025)

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SURVEY LIMITS (12-19-2025)

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PIN:R600 013 000 0061 0000 PB:116 PG:37 PG:37 DB:3194 PG:1874PG:1874

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FLOOD ZONE X(0.2% CHANCE)

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FLOOD ZONE AE(ELEV. 11')

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APPROXIMATE LOCATION OF FEMA FLOOD LINE

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AutoCAD SHX Text WARD EDWARDS, INC. No. C00152

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AutoCAD SHX Text No. 25124

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AutoCAD SHX Text A PORTION OF TAX PARCEL No. R600 013 000 0061 0000

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FIELD DATE:

AutoCAD SHX Text 12-19-2025

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1. PB:116 PG:37 PB:116 PG:37 PG:37 2. DB:3194 PG:1874DB:3194 PG:1874PG:1874

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1. THIS AREA APPEARS TO LIE IN DUAL FLOOD ZONES, THIS AREA APPEARS TO LIE IN DUAL FLOOD ZONES, X(0.2% CHANCE), & AE(ELEV. 11'), COMMUNITY 450025, MAP NUMBER 45013C0260G. 2. CONTOURS ARE IN ONE FOOT INTERVALS. TREE SIZES CONTOURS ARE IN ONE FOOT INTERVALS. TREE SIZES SHOWN ARE IN INCHES OF DIAMETER. 3. VERTICAL DATUM IS NAVD 88. VERTICAL DATUM IS NAVD 88. 4. COORDINATES SHOWN ON THIS SURVEY ARE BASED ON COORDINATES SHOWN ON THIS SURVEY ARE BASED ON SOUTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD 83).

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FIELD CHECK:

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JWR

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FIELD WORK:

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TMH

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AN AS-BUILT/TREE & TOPOGRAPHIC SURVEY OF

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NEAR CHERRY POINT

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BEAUFORT COUNTY, SOUTH CAROLINA

AutoCAD SHX Text PROJECT No.:

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FILE:

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BFT-25327

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170601-MASTER.DWG

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DRAWN BY:

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DTJ

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WATER OAK

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WHITE OAK

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RED OAK

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PINE

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RED MAPLE

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LIVE OAK

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LAUREL OAK

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SWEET GUM

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CHERRY

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WHO

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MAP

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IRON REBAR FOUND

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RBF

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SPOT ELEVATION

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INVERT ELEVATION

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REINFORCED CONCRETE PIPE

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RCP

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PARCEL IDENTIFICATION NUMBER

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FENCE LINE

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UNDERGROUND DRAINAGE LINE

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CONTOUR LINE

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BOTTOM OF BANK

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TOP OF BANK

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CENTERLINE OF DITCH

DRAINAGE INLET

LARA ANDUJAR

& FRANCISCO NUNEZ

N/F

PETER GEORGES

N/F

MAYRA & PARIS

FRANANDO MILTON

N/F

BEAUFORT COUNTY

N/F

MALIND BLUFF HOMEOWNERS

ASSOCIATION, INC.

PRITCHER POINT ROAD

N/F

BEAUFORT COUNTY

NPDES

NPDE

NPDES

Er os io n

Co nt ro l P la n

N o.

De sc ri pt io n

Da te

Pl an

R ev is io ns

Be au fo rt

C ou nt y

Pr it ch er

P oi nt St or m w at er Im pr ov em en t Be au fo rt C ou nt y, S ou th

C ar ol in a

Be au fo rt

C ou nt y

Pr oc ur em en t

Se rv ic es

P al m et to W ay P.

Bo x

1, B lu ff to n, So ut h

Ca ro lin a

7-w w w .W ar dE dw ar ds .c om

Pe rm it S et

N O

Project #:

Date:

Checked by:

170601 03/06/26

DKL

WGP

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

03/06/26

Limits of Disturbance:

Erosion Prevention

Land Grading:

Surface Roughening:

Topsoiling:

Temporary Seeding:

Mulching:

ECB or TRM:

FGM:

BFM:

Permanent Seeding:

Sodding:

Riprap:

Outlet Protection:

Dust Control:

Polyacrylamide (PAM):

Runoff Conveyance Measures

Vegetated Channels:

Riprap-Lined Channels:

ECB OR TRM-Lined Channels:

Paved Channels:

Pipe Slope Drains:

Temporary Stream Crossing:

Temporary Diversion Ditch or Swale:

Permanent Diversion Ditch:

Diversion Dike or Berm:

Level Spreader:

Subsurface Drain:

Sediment Control

Sediment Basin:

Temporary Sediment Trap:

Rock Sediment Dike:

Rock Check Dam:

Sediment Tube:

Silt Fence:

Reinforced Silt Fence:

Type A-Fabric Inlet Protection:

Type A-Sediment Tube Inlet Protection:

Type B - Wire Mesh and Stone Drop Inlet Protection:

Type C - Block and Gravel Inlet Protection:

Type D - Rigid Inlet Filters:

Type E - Surface Course Curb Inlet Filter:

Type F - Inlet Tube:

Type FC - Filter Bag Curb Inlet Protection:

Type FB - Filter Bag Grate Inlet Protection:

Concrete Washout

Scale:1"= '30

60300

Feet

C201

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PIN:R600 013 000 0634 0000 PB:158 PG:140 PG:140 DB:4197 PG:2428PG:2428

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PIN:R600 013 000 0636 0000 PB:158 PG:140 PG:140 DB:4218 PG:291PG:291

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PIN:R600 013 000 0635 0000 PB:158 PG:140 PG:140 DB:4213 PG:2120PG:2120

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PRITCHER POINT ROAD 30' ACCESS EASEMENT (PER PB:157 PG:17)

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10 WO

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AutoCA…

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File details come from the government source that posted it. Updated Jun 23, 2026.