Exhibit A-2 OSWW Permit and Plans Public Works.pdf
PDF 4 MB Posted
- Solicitation number
- 2024-004
- Issued by
- Clarendon County, South Carolina
About this file
This document is a Permit to Construct (Engineered) Onsite Wastewater System issued by the South Carolina Department of Health and Environmental Control (SCDHEC) for the Clarendon County Public Works facility located on US Highway 301 in Alcolu, SC. The permit is for a specialized onsite wastewater system designed to handle 125 gallons per day, classified as an Alternative System (System Code 611) for an engineered system under 1500 GPD. The permit was reviewed and approved on August 14, 2024, by CPR Engineering Solutions, LLC, with Caleb Rodgers as the Consulting Engineer and Tyler Sgro as the Soil Classifier. The permit will expire five years from the issuance date and is specific to the site, with any changes requiring SCDHEC approval.
The accompanying soil report and evaluation documents detail the site's soil conditions, prepared by Davis Horizons with Tyler Sgro as the Professional Soil Classifier. The site, located in Clarendon County, is a flat, barren terrace with a zone of saturation at 11-14 inches deep. The soil is classified as similar to the Rains (filled) series, with a long-term acceptance rate of 0.5 gallons per day per square foot. The permit and soil report specify detailed requirements for installation, including the need for a SCDHEC Tier 3 licensed installer, pre-construction meeting, and strict adherence to the engineered system design. The project involves installing a septic system with a 1,000-gallon tank and pump chamber, with specific guidelines for fill material, trench construction, and site preparation.
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Text version
Rev 9/9/2022
NOTICE TO SEPTIC INSTALLER
RE: ENGINEERED SEPTIC SYTEM PERMIT
INSTALLER RESPONSIBILITIES, BIDDING
& NOTIFICATION REQUIREMENTS
Dear Sir or Madam:
Please be advised of the following installer responsibilities and requirements associated with bidding and/or installing the enclosed engineered septic system per the approved SCDHEC Septic Permit to Construct and associated approved drawings, specifications and soils report.
1. ALL INSTALLERS BIDDING AND/OR INSTALLING SCDHEC 610 ENGINEERED SYSTEM
PERMITS MUST BE SCDHEC TIER 3 LICENSED INSTALLERS, PER SCDHEC REGULATION
UPDATED MAY 2022.
2. INSTALLER MUST NOTIFY ONSITE SEPTIC ENGINEERING (OSE) 1 WEEK (5 BUSINESS
DAYS MIN.) PRIOR TO START OF INSTALLATION TO SCHEDULE PRE-CONSTRUCITON
MEETING AND CONSTRUCTION OBSERVATIONS.
a. PRE-CON MEETING AND OBSERVATION SCHEDULING CONTACT:
PHONE: 843-860-6158
EMAIL: construction@onsitesepticengineering.com
**MEETINGS AND OBSERVATIONS ARE AVAILABLE MONDAY-FRIDAY
8AM-5PM ONLY**
3. WORK MAY NOT COMMENCE PRIOR TO ISSUANCE OF AN SCDHEC PERMIT TO
CONSTRUCT AND ONSITE SEPTIC ENGINEERING (OSE) NOTIFICATION
4. WORK COMMENCED PRIOR TO OSE NOTIFICATION WILL NOT BE CERTIFIED AND/OR
ACCEPTED
a. NOTE: PROJECT PHOTOS ARE NOT ACCEPTABLE ALTERNATIVES TO OSE
NOTIFICATION AND OBSERVATIONS.
5. ALTERNATIVE PRODUCTS, TANKS, TREATMENT SYSTEMS WILL NOT BE APPROVED IN
THE FIELD AND MUST BE APPROVED IN WRITING PRIOR TO THE START OF
INSTALLATION. FAILURE OF THE INSTALLER TO NOTIFY THE ENGINEER OF THE INTENT
TO USE ALTERNATIVE PRODUCTS, OTHER THAN THOSE STRICTLY SPECIFIED ON THE
ENCLOSED PERMITTED DRAWINGS WILL RESULT IN VOIDING THE ENCLOSED PERMIT.
mailto:construction@onsitesepticengineering.com
Rev 9/9/2022
6. ENGINEER ASSUMES NO LIABILITY FOR ALTERNATIVE PRODUCTS INSTALLED IF NOT
APPROVED IN WRITING PRIOR TO INSTALLATION AND WILL NOT CERTIFY
INSTALLATION OF ANY UNAUTHORIZED SUBSTITUTIONS.
7. ALL PRE-TREATMENT, DRIP TUBE SYSTEMS MUST BE INSTALLED BY AN ONSITE SEPTIC
ENGINEERING CERTIFIED INSTALLER.
8. ANY FIELD DEVIATIONS FROM THE PERMITTED SEPTIC PLANS MUST BE APPROVED IN
WRITING PRIOR TO THE COMMENCEMENT OF WORK.
Thank you for your commitment to quality workmanship and your interest in this project, please contact us with any questions or concerns.
Regards, The Onsite Septic Engineering Team construction@onsitesepticengineering.com 843-860-6158 104 Broughton Rd, Suite A Moncks Corner, SC 29461 mailto:construction@onsitesepticengineering.com
Permit ID: OSWW024739 v1.0 County: Clarendon
PERMIT TO CONSTRUCT
(Engineered) Onsite Wastewater System
PERMIT TO CONSTRUCT SYSTEM SPECIFICATIONS
SPECIAL INSTRUCTIONS/CONDITIONS
PERMIT TO CONSTRUCT
The Permit To Construct is issued upon the system design, certification, and other supporting documentation as required by this standard and supplied by:
Reviewed By: Date: August 14, 2024
CPR Engineering Solutions, LLC
Caleb Rodgers
SC 32006 COA 5170
Tyler Sgro
SC LPSC # 119
08/07/2024
24-304-2-CM
(Engineering Company)
(Consulting Engineer)
(State & License Number)
(Soil Classifier)
(State and License Number)
(Plan Date)
(Project Number)
Any Permit To Construct and Operate that is issued pursuant to this Standard shall be based upon the consulting engineer's design, certification, and other supporting documentation.
Information collected on this form is subject to public scrutiny or release and the Freedom of Information Act.
SCDES 1781 (01/2014)
This Permit will Expire and Become Null and Void Five (5) Years from the Issuance Date
This Permit is Appealable Under the Administrative Procedures Act.
There may be an Additional Fee for Changes in this Permit that Require Site Reevaluation
See engineered system design and supporting documentation.
Name: William Timmons Type Facility: Commercial Subdivision: NA Lot: NA Gallons Per Day (GPD): 125
Site: Clarendon County Public Works, US Hwy 301, Alcolu, SC 29102
Program Code: ALTERNATIVE System Code: 611 ENGINEERED SYS <1500GPD PUMP
TM #: 185-00-03-017-00
Water Supply: Municipal
See applicable special instructions/conditions on the second page of this document.
SPECIAL INSTRUCTIONS/CONDITIONS
THIS PERMIT IS SITE SPECIFIC. ANY CHANGES TO THE SYSTEM MUST BE APPROVED BY
SCDES.ALTERNATIVE TRENCH PRODUCTS APPROVED UNDER STATE RULES AND REGULATIONS MAY BE
SUBSTITUTED. ANY UNAPPROVED CHANGES WILL VOID THIS PERMIT.
This Permit To Construct and Operate is issued pursuant to the SCDES Specialized Onsite Wastewater Systems for Peak Flows less than 1500 GPD.
Issuance of this Specialized Onsite Wastewater System Permit To Construct does not relinquish the property owner of responsibility in attaining any and all necessary approvals or permits required to develop this property.
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SP100 24-304-2-CM-0 GENERAL NOTES & DESIGN CRITERIA
SP200 24-304-2-CM-1 OVERALL SEPTIC LAYOUT
SP201 24-304-2-CM-2 DETAILED SEPTIC PLAN
SP300 24-304-2-CM-3 SEPTIC SYSTEM SECTION
SP400 24-304-2-CM-4 SEPTIC TANK SECTION & DETAILS
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AutoCAD SHX Text GENERAL NOTES: : 1. THESE DRAWINGS INDICATE A GENERAL SCOPE OF WORK AND MAY NOT DESCRIBE THE ENTIRE EXTENT OF WORK REQUIRED FOR THESE DRAWINGS INDICATE A GENERAL SCOPE OF WORK AND MAY NOT DESCRIBE THE ENTIRE EXTENT OF WORK REQUIRED FOR PROJECT COMPLETION. CONTRACTOR AND OWNER ARE RESPONSIBLE FOR ALL LABOR, MATERIALS, SUPERVISION, UNSPECIFIED MATERIAL SELECTION, ADHERENCE TO SCDHEC AND LOCAL STANDARDS, AND QUALITY CONTROL. 2. CONSTRUCTION SHALL CONFORM TO SCDHEC SPECIFICATIONS CONSTRUCTION SHALL CONFORM TO SCDHEC SPECIFICATIONS 3. CONSTRUCTION SHALL BE PERFORMED BY A LICENSED TIER III SEPTIC INSTALLATION CONTRACTOR CONSTRUCTION SHALL BE PERFORMED BY A LICENSED TIER III SEPTIC INSTALLATION CONTRACTOR 4. ALL ELECTRICAL AND PLUMBING WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS ALL ELECTRICAL AND PLUMBING WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS 5. INSTALLATION OF DRAINAGE SWALES, DITCHES, DIVERSION DRAINS, OR RAIN GUTTERS MAY BE REQUIRED TO DIVERT OR INTERCEPT INSTALLATION OF DRAINAGE SWALES, DITCHES, DIVERSION DRAINS, OR RAIN GUTTERS MAY BE REQUIRED TO DIVERT OR INTERCEPT WATER AWAY FROM THE ONSITE WASTEWATER SYSTEM LOCATION. THE SEPTIC TANK(S) AND TILE FIELD AREA SHALL BE BACKFILLED AND SHAPED TO PROMOTE POSITIVE DRAINAGE. 6. TRENCH SUB-GRADE SHALL BE LEVEL ALONG ITS LENGTH. TRENCH SUB-GRADE SHALL BE LEVEL ALONG ITS LENGTH. 7. USDA NRCS CLASS I FILL SAND (LESS THAN 10% FINES) SHALL BE USED TO FILL CUT AND AREA SURROUNDING TRENCHES. USDA NRCS CLASS I FILL SAND (LESS THAN 10% FINES) SHALL BE USED TO FILL CUT AND AREA SURROUNDING TRENCHES. 8. TRENCH AGGREGATE SHALL BE GRANITE OR APPROVED ALTERNATE TO MEET SCDHEC SPECIFICATIONS. TRENCH AGGREGATE SHALL BE GRANITE OR APPROVED ALTERNATE TO MEET SCDHEC SPECIFICATIONS. 9. BASE OF TRENCH TO MAINTAIN 6" MINIMUM OFFSET FROM ZOS/SHWT. BASE OF TRENCH TO MAINTAIN 6" MINIMUM OFFSET FROM ZOS/SHWT. 10. WELL SYSTEMS, IF REQUIRED, SHALL BE INSTALLED MINIMUM OF 75' FROM SEPTIC SYSTEM WELL SYSTEMS, IF REQUIRED, SHALL BE INSTALLED MINIMUM OF 75' FROM SEPTIC SYSTEM 11. THE PROPOSED SEPTIC SYSTEM, INSTALLED PER ENCLOSED DESIGN AND OWNER/SOIL CLASSIFIER'S PROVIDED LOCATION, IS NOT THE PROPOSED SEPTIC SYSTEM, INSTALLED PER ENCLOSED DESIGN AND OWNER/SOIL CLASSIFIER'S PROVIDED LOCATION, IS NOT BEING INSTALLED IN WETLANDS. OWNER/CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CHANGE IN SITE CONDITIONS. 12. UPON COMPLETION OF CONSTRUCTION AN AS-BUILT, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER, MUST BE SUBMITTED UPON COMPLETION OF CONSTRUCTION AN AS-BUILT, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER, MUST BE SUBMITTED TO SCDHEC. 13. CONSTRUCTION SHALL BE OBSERVED BY A REGISTERED PROFESSIONAL ENGINEER.CONSTRUCTION SHALL BE OBSERVED BY A REGISTERED PROFESSIONAL ENGINEER.
AutoCAD SHX Text PROJECT OVERVIEW: : THE PROPOSED SANITARY SEWER FOR THE SUBJECT PUBLIC WORKS AND MAINTENANCE FACILITY WILL GRAVITY FLOW TO A NEW 1,000 GALLON SEPTIC TANK THAT WILL GRAVITY FLOW TO A NEW 1,000 PUMP TANK. EFFLUENT FROM THE PUMP TANK WILL BE PUMPED AND DISCHARGED TO THE ENGINEERED SEPTIC SYSTEM TO BE INSTALLED EAST OF THE PROPOSED STRUCTURE AND TANK LOCATION, PER THE ENCLOSED PLANS. REPAIR AREA WILL BE TO THE SOUTH OF THE PROPOSED DRAIN FIELD LOCATION. THIS SPECIALIZED SYSTEM HAS BEEN DESIGNED FOR AN LTAR OF 0.5, RELYING ON THE PROVIDED SOILS REPORT TITLED "RODGERS-24-304 HWY 301-LOT 1" BY MR. TYLER SGRO DATED JUNE 18, 2024. THE SYSTEM, INSTALLED PER THE ENCLOSED DESIGN, WILL FUNCTION AS INTENDED AND MEET OR EXCEED ALL REQUIREMENTS OF SCDHEC REGULATION 61-56, STANDARD 610.
AutoCAD SHX Text OPERATION & MAINTENANCE: : SEPTIC TANK: THE SEPTIC TANK SHALL BE PUMPED AT LEAST TWICE EVERY YEAR BY A LICENSED SEPTIC CONTRACTOR. PUMPING : THE SEPTIC TANK SHALL BE PUMPED AT LEAST TWICE EVERY YEAR BY A LICENSED SEPTIC CONTRACTOR. PUMPING SCHEDULE MAY BE ADJUSTED BASED UPON SITE SPECIFIC CONDITIONS. PUMPING IS NECESSARY WHEN SOLIDS ARE OBSERVED BETWEEN ONE-THIRD AND ONE-HALF THE HEIGHT OF THE TANK. SEPTIC CONTRACTOR SHALL BE CONTACTED TO INSPECT THE SOLIDS LEVEL AND PUMP SOLIDS. INSPECTOR SHALL NOTE THE FOLLOWING AND RECOMMEND PUMPING WHEN THE THE BOTTOM OF THE SCUM LAYER IS WITHIN 6 INCHES OF THE OUTLET TEE AND/OR WHEN THE TOP OF THE SLUDGE LAYER IS WITHIN 12 INCHES OF THE OUTLET TEE. DRAIN FIELD: DRAIN FIELD SHALL BE INSPECTED ONCE EVERY 6 MONTHS FOR AT LEAST THE FIRST YEAR OF OPERATION BY A : DRAIN FIELD SHALL BE INSPECTED ONCE EVERY 6 MONTHS FOR AT LEAST THE FIRST YEAR OF OPERATION BY A LICENSED SEPTIC CONTRACTOR TO ENSURE IT IS FUNCTIONING ADEQUATELY. THE INSPECTION SCHEDULE CAN BE ADJUSTED BY THE LICENSED CONTRACTOR AFTER THE FIRST YEAR, DEPENDENT UPON SITE SPECIFIC CONDITIONS. PUMP: PUMP SYSTEM SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS AND SHALL BE : PUMP SYSTEM SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS AND SHALL BE SERVICED AS NEEDED DURING THE LIFE OF THE PUMP. PUMPS ARE DESIGNED WITH A 7-10 YEAR LIFE SPAN, DEPENDENT UPON SITE SPECIFIC CONDITIONS, REPLACE AS NECESSARY (BY A QUALIFIED SEPTIC CONTRACTOR). *ALL INSPECTION AND PUMPING RECORDS SHALL BE MAINTAINED ON SITE BY THE OWNER.
AutoCAD SHX Text DESIGN SUMMARY: : LTAR= 0.5 PER SOIL CLASSIFICATION REPORT BY MR. TYLER SGRO DATED JUNE 18, 2024. ZONE OF SATURATION= 11" ESTIMATED FLOWRATE= 125 GPD - 5 FULL TIME EMPLOYEES @ 15 GAL/DAY/EMPLOYEE REF. R61-56, SECT. 501 @ 15 GAL/DAY/EMPLOYEE REF. R61-56, SECT. 501 15 GAL/DAY/EMPLOYEE REF. R61-56, SECT. 501 - 5 TRANSIENT EMPLOYEES @ 10 GAL/DAY/EMPLOYEE REF. R61-56 SECT. 501 @ 10 GAL/DAY/EMPLOYEE REF. R61-56 SECT. 501 10 GAL/DAY/EMPLOYEE REF. R61-56 SECT. 501 DESIGN FLOWRATE= 125 GPD TOTAL TRENCH WIDTH= 10 FT (EA.) AGGREGATE DEPTH AND TYPE= 9" GRANITE AGGREGATE OR ENGINEER APPROVED ALTERNATE PER SCDHEC SPECIFICATIONS TOTAL MIN. REQUIRED SYSTEM LENGTH= 43 LF DESIGN SYSTEM LENGTH= (1) TRENCH AT 45 LF (2) EA. 4" DIAMETER PERFORATED DRAIN TILE PIPES TYPICAL EACH TRENCH PER SCDHEC SPECS (NO SLOTTED PIPE) SEPTIC TANK SELECTION= (1) 1,000 GALLON KNIGHTS SEPTIC TANK OR APPROVED EQUAL. CONTRACTOR SHALL SUBMIT ALTERNATE SPECIFICATION FOR ENGINEER APPROVAL IF DESIRED. PUMP CHAMBER SELECTION= (1) 1,000 GALLON KNIGHTS SEPTIC TANK OR APPROVED EQUAL. CONTRACTOR PROPOSED ALTERNATIVES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL. PUMP SELECTION= INSTALL A MIN. H.P. ZOELLER MODEL M53/M55 SIMPLEX SYSTEM OR APPROVED EQUAL. CONTRACTOR 13 H.P. ZOELLER MODEL M53/M55 SIMPLEX SYSTEM OR APPROVED EQUAL. CONTRACTOR PROPOSED ALTERNATIVES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL. INSTALL PER MANUFACTURER SPECIFICATIONS. FORCEMAIN SHALL INCLUDE FLOW METER AND BE MONITORED AND RECORDED ONCE PER MONTH. FORCEMAIN SHALL INCLUDE FLOW METER AND BE MONITORED AND RECORDED ONCE PER MONTH.
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CALEB P. RODGERS, P.E.
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GENERAL NOTES & DESIGN CRITERIA
AutoCAD SHX Text PROJECT NAME: CLARENDON CO. PUBLIC WORKS SEPTIC PROJECT LOCATION: US HWY 301 US HWY 301 ALCOLU, SC 29102 CLARENDON COUNTY, SC TMS: 185-00-03-017-00 WATER SUPPLY: PUBLIC WATER
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24-304-2-CM-0
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24-304-CM
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CLARENDON COUNTY PUBLIC WORKS - SEPTIC
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RELEASED FOR PERMIT
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CPR
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SHEET LIST TABLE
AutoCAD SHX Text **INSTALLER MUST BE LICENSED TIER 3 INSTALLER AND CONTACT ONSITE SEPTIC ENGINEERING 5 DAYS PRIOR TO INSTALL TO SCHEDULE PRE-CONSTRUCTION MEETING AND CONSTRUCTION OBSERVATIONS PRIOR TO INSTALLATION**
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CLIENT: : MR. WILLIAM "BILLY" TIMMONS, P.E. BTIMMONS@CLARENDONCOUNTYGOV.ORG
AutoCAD SHX Text COPYRIGHT © CPR ENGINEERING SOLUTIONS, LLC - PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONCPR ENGINEERING SOLUTIONS, LLC - PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION- PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONPO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION- THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONTHIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION
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PROPOSED PUBLIC WORKS & MAINTENANCE FACILITY
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JUNE BURN RD
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SUMTER HWY
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SUMTER HWY
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HWY 301
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HWY 301
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TM# 185-00-03-026-00
DEBORAH P. SPIGNER
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AutoCAD SHX Text COPYRIGHT © CPR ENGINEERING SOLUTIONS, LLC - PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONCPR ENGINEERING SOLUTIONS, LLC - PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION- PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONPO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION- THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONTHIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION
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GRAPHIC SCALE
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PROPOSED OFFICE/ MAINTENANCE FACILITY
AutoCAD SHX Text **INSTALLER MUST BE LICENSED TIER 3 SEPTIC INSTALLER AND CONTACT ONSITE SEPTIC ENGINEERING 5 DAYS PRIOR TO INSTALLATION TO SCHEDULE PRE-CONSTRUCTION MEETING AND CONSTRUCTION OBSERVATIONS PRIOR TO INSTALLATION**
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SEPTIC DETAIL REF. SP201
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RELEASED FOR PERMIT
AutoCAD SHX Text SITE PLAN NOTES: 1. REFERENCES SOILS REPORT BY MR. TYLER SGRO DATED JUNE 18, 2024. REFERENCES SOILS REPORT BY MR. TYLER SGRO DATED JUNE 18, 2024. 2. REFERENCES SURVEY AND GRADING PLANS BY CLARENDON COUNTY ENGINEERING REFERENCES SURVEY AND GRADING PLANS BY CLARENDON COUNTY ENGINEERING DATED APRIL 12, 2024. 3. SEE SOIL BORING LOCATION MAP ON REFERENCED SOILS REPORT TO VERIFY SEE SOIL BORING LOCATION MAP ON REFERENCED SOILS REPORT TO VERIFY SYSTEM LOCATION PRIOR TO CONSTRUCTION.. 4. FOR SEPTIC INSTALLATION DETAIL ONLY, NOT INTENDED TO BE A CIVIL GRADING FOR SEPTIC INSTALLATION DETAIL ONLY, NOT INTENDED TO BE A CIVIL GRADING PLAN OR BUILDING SITE PLAN.
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CLARENDON COUNTY PUBLIC WORKS - SEPTIC
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PROJ. NO.
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CALEB P. RODGERS, P.E.
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DETAILED SEPTIC PLAN
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CPR
AutoCAD SHX Text COPYRIGHT © CPR ENGINEERING SOLUTIONS, LLC - PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONCPR ENGINEERING SOLUTIONS, LLC - PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION- PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONPO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION- THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONTHIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION
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(2) 4" DIA. DRAIN TILE PIPES EVENLY SPACED CONNECTED WITH 3" MIN CENTER HEADER
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50% REPAIR AREA
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TCB
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DENOTES SOIL BORING LOCATION
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GRAPHIC SCALE
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PROPERTY LINE
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RELEASED FOR PERMIT
AutoCAD SHX Text **INSTALLER MUST BE LICENSED TIER 3 SEPTIC INSTALLER AND CONTACT ONSITE SEPTIC ENGINEERING 5 DAYS PRIOR TO INSTALLATION TO SCHEDULE PRE-CONSTRUCTION MEETING AND CONSTRUCTION OBSERVATIONS PRIOR TO INSTALLATION**
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24-304-CM
AutoCAD SHX Text 07/23/2024
AutoCAD SHX Text 7/23/24
AutoCAD SHX Text SITE PLAN NOTES: 1. REFERENCES SOILS REPORT BY MR. TYLER SGRO DATED JUNE 18, 2024. REFERENCES SOILS REPORT BY MR. TYLER SGRO DATED JUNE 18, 2024. 2. REFERENCES SURVEY AND GRADING PLANS BY CLARENDON COUNTY ENGINEERING REFERENCES SURVEY AND GRADING PLANS BY CLARENDON COUNTY ENGINEERING DATED APRIL 12, 2024. 3. SEE SOIL BORING LOCATION MAP ON REFERENCED SOILS REPORT TO VERIFY SEE SOIL BORING LOCATION MAP ON REFERENCED SOILS REPORT TO VERIFY SYSTEM LOCATION PRIOR TO CONSTRUCTION.. 4. FOR SEPTIC INSTALLATION DETAIL ONLY, NOT INTENDED TO BE A CIVIL GRADING FOR SEPTIC INSTALLATION DETAIL ONLY, NOT INTENDED TO BE A CIVIL GRADING PLAN OR BUILDING SITE PLAN.
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1-1/2" DIA. SCH. 40 PVC FORCE MAIN TO 3" PVC DRAIN FIELD HEADER
AutoCAD SHX Text TANK LOCATION 1: INVERT=TBD 4" MIN SCH 40 PVC WITH CLEAN OUT BY PLUMBER (REF PLUMBING PLANS FOR SEWER ROUTING AND DEPTHS)
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NEW 1,000 GALLON PUMP TANK
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SEPTIC ALARM/ CONTROL PANEL
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25FT STORM DRAIN INLET OFFSET (TYP)
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NEW 1,000 GALLON SEPTIC TANK
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FLOW METER
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75FT WET POND SETBACK
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24-304-2-CM-2
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CLARENDON COUNTY PUBLIC WORKS - SEPTIC
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APPROXIMATE LIMITS OF DISTURBANCE
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4:1 TAPER SLOPE
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PROPOSED PUBLIC WORKS OFFICE AND MAINTENANCE FACILITY
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REMOVED FLOOR DRAIN OPTION
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CPR
L No. 32006IC
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08/07/2024
SP300
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AutoCAD SHX Text *ELEVATION NOTE: ALL ELEVATIONS ARE BASED ON GRADING ALL ELEVATIONS ARE BASED ON GRADING PLANS PROVIDED BY CLARENDON COUNTY AND ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR TO FIELD VERIFY CONSTRUCTION ELEVATIONS AND MAINTAIN OFFSETS FROM ZONE OF SATURATION AND CUT DEPTHS SHOWN HEREIN.
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4" PVC OR HDPEDRAIN TILE PIPE TYP. LENGTH OF TRENCH
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CLASS II/III FILL
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CLASS II/III FILL
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EXISTING SOILS SEE DESIGN SUMMARY
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*EXISTING GRADE=92.0'
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COVER AGGREGATE WITH LAYER OF FILTER FABRIC TYP. LIMITS OF TRENCH
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*BOTTOM TRENCH EL=91.6' MAX DEPTH=5"
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*TOP FILL CAP=93.4' (+16")
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ENSURE FILL CAP IS CROWNED FOR POSITIVE DRAINAGE
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11" CLASS I FILL
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IMMEDIATELY ESTABLISH VEGETATIVE COVER UPON FINISH GRADING
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OBSERVED ZONE OF SATURATION/ SHWT EL=91.1'
AutoCAD SHX Text CUT 16" TO REMOVE EXISTING FILL AND TOP SOIL/"A" SOIL HORIZON AND PLACE 11" OF CLASS I FILL TO MAINTAIN 6" MIN OFFSET FROM ZOS. LEVEL BOTTOM OF TRENCH
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CALEB P. RODGERS, P.E.
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SEPTIC SYSTEM SECTION
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DRAIN FIELD SECTION B-B SCALE N.T.S
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CPR
AutoCAD SHX Text COPYRIGHT © CPR ENGINEERING SOLUTIONS, LLC - PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONCPR ENGINEERING SOLUTIONS, LLC - PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION- PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONPO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION- THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONTHIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION
AutoCAD SHX Text **INSTALLER MUST BE LICENSED TIER 3 SEPTIC INSTALLER AND CONTACT ONSITE SEPTIC ENGINEERING 5 DAYS PRIOR TO INSTALLATION TO SCHEDULE PRE-CONSTRUCTION MEETING AND CONSTRUCTION OBSERVATIONS PRIOR TO INSTALLATION**
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TCB
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RELEASED FOR PERMIT
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24-304-CM
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24-304-2-CM-3
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CLARENDON COUNTY PUBLIC WORKS - SEPTIC
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REMOVED FLOOR DRAIN OPTION
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CPR
L No. 32006IC
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CALEB P. RODGERS
08/07/2024
SP400
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RISERS CAN BE EPOXIED OR CAST IN PLACE
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ALL WORK IN ACCORDANCE WITH NEC
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AND ANY OTHER STATE OR LOCAL CODES
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3" MIN.
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SLUDGE LAYER
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CLEAR EFFLUENT
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STANDARD 4" INLET
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TEE OR BAFFLE
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TYPICAL 1000 GAL TANK LENGTH PER MANUFACTURER
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TO BELOW GRADE
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3/4 INCH ELECTRICAL CONDUIT
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(MOUNTED ON STRUCTURE)
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INDOOR/OUTDOOR ALARM
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4" MIN.
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14" MAX.
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ZOELLER
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SCUM LAYER
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SLOPE GROUND AWAY FROM
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RISERS FOR DRAINAGE
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LIQUID DEPTH
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1000 GALLON PUMP CHAMBER PER MANUFACTURER SPECIFICATIONS
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STANDARD 4" SANITARY TEE
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INLET LEVEL
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WEEP
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HOLE
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OFF
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ON
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ALARM
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40% OF
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WATER LEVEL
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BOTTOM OF INLET INVERT
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EFFLUENT
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SECURE CORD TO
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DISCHARGE PIPE
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CHECK VALVE
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EFFLUENT
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VARIES BY SITE
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(SEPARATE ALARM AND
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POWER CIRCUITS REQUIRED)
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J-BOX
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SECURE EXCESS CORDAGE (FOR FILTER REMOVAL)
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ACCESS RISER & LID
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PREWIRED CONDUIT
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ZOELLER NONAUTOMATIC EFFLUENT PUMP
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OPTIONAL ZOELLER 24 OR 30 INCH ACCESS RISER & LID
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BALL VALVE & UNION
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OPTIONAL ZOELLER 12 INCH ACCESS RISER & LID
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TANK HEIGHT PER MANUFACTURER
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FLOW METER
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CALEB P. RODGERS, P.E.
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SEPTIC TANK & PUMP CONFIGURATION DETAILS
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AutoCAD SHX Text **INSTALLER MUST BE LICENSED TIER 3 SEPTIC INSTALLER AND CONTACT ONSITE SEPTIC ENGINEERING 5 DAYS PRIOR TO INSTALLATION TO SCHEDULE PRE-CONSTRUCTION MEETING AND CONSTRUCTION OBSERVATIONS PRIOR TO INSTALLATION**
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TCB
AutoCAD SHX Text SEPTIC TANK NOTE: - USE APPROVED KNIGHTS SEPTIC & PUMP TANKS PER SPECIFICATIONS (SHEET S100) OR SUBMIT ALTERNATE TO ENGINEER FOR APPROVAL
AutoCAD SHX Text PUMP NOTES: PUMP AND PUMP FLOAT PUMP AND PUMP FLOAT SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS TO ENSURE MINIMUM 4 MIN. RUN TIME.
AutoCAD SHX Text COPYRIGHT © CPR ENGINEERING SOLUTIONS, LLC - PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONCPR ENGINEERING SOLUTIONS, LLC - PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION- PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONPO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION- THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONTHIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION
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RELEASED FOR PERMIT
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24-304-CM
AutoCAD SHX Text 07/23/2024
AutoCAD SHX Text 7/23/24
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24-304-2-CM-4
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CLARENDON COUNTY PUBLIC WORKS - SEPTIC
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REMOVED FLOOR DRAIN OPTION
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CPR
Rodgers - 24-304 Hwy 301- Lot 2
SOIL REPORT
Rodgers - 24-304 Hwy 301-
Lot 2
June 18, 2024
Prepared By:
Tyler Sgro, L.P.S.C. #119, South Carolina
Davis Horizons
843-754-6307 tyler@davishorizons.com
Site Location and Characteristics The project site is located in Clarendon County, South Carolina and was reviewed on June 17, 2024. The sampled locations are geographically situated on a flat area of a broadly described terrace. The vegetative community in the sampled area is generally described as barren, and more specifically is a cleared site, devoid of dominant vegetation communities. Elevation data recorded at these locations shows elevations ranging no more than 10 inches between sample points.
Soil Sampling Methodology In order to measure site elevations, a Trimble R10-2 external GNSS receiver was used to measure elevations at each soil boring location. Fixed real-time kinematic (RTK) positioning was obtained in order to maximize data accuracy. Elevation error was measured to not exceed 1 inch, based on data provided from the GNSS receiver. Orthometric elevation data was recorded at each data point and recorded on the subsequent data sheet. Elevation ranges between the soil borings were obtained by computing the difference between elevation points.
Soil colors described in the data sheets were determined using a Munsell Soil Color Book. Soil textures described in the enclosed data sheets were determined using field techniques provided by the United States Department of Agriculture, Natural Resource Conservation Service (see: Thien, S.J., 1979. Flow Chart to Determine Soil Texture by Feel). In total, 3 data points were recorded for the purposes of finalizing the footprint of the proposed drainfield and repair area.
SCDHEC Regulations and Standards This site was examined for suitability for an onsite wastewater system as outlined in SCDHEC Regulations 61-56. Specifically, the site was determined to meet the requirements for a Specialized Onsite Wastewater System (System Standard 610). The criteria used to determine the zone of seasonal saturation (ZOS) was primarily based on the presence of wetness characteristics. This generally entailed identifying the depth to wetness features as a result of reduction-oxidation processes associated with fluctuating water tables. However, other criteria, such as position on the landscape, surface color (estimate of organic carbon), and experience of the Soil Classifier were utilized to obtain the ZOS. The data in this report is intended to be used for land use planning purposes, as well as supplemental soil data that can be submitted to SCDHEC and/or a Professional Engineer to assist in the onsite wastewater permitting process. The point data utilized to inform this report does not guarantee the denial or issuance of a permit for an on-site wastewater system. The issuance or denial of permits is a decision made by the SCDHEC.
Design Criteria and Recommendations A ZOS of 12 inches will be used as design criteria. Depths to apparent water tables (if observed) can be found on the corresponding data sheets. In all test locations, apparent water tables were not observed above (more shallow) than the identified ZOS. A minimum of a six-inch separation between the ZOS and the bottom of the trenches is recommended. Fill material for the trench area will consist of SCDHEC Class 1 material (USDA texture of sand or loamy sand), with the fill cap and/or buffer area consisting of Class 1, 2, or 3 (up to sandy clay loam in fineness) material, as outlined in the engineer’s final design. It is the installer’s responsibility to ensure that the applicable soil media used. If there are any questions regarding the texture classification of the fill material, inspection of the material may be required1. Horizons with more than trace amounts of organic carbon content existed to maximum depths of 16 inches. The aforementioned soil horizons with more than trace amounts of soil organic carbon must be excavated and backfilled in the trench area due to the soil organic carbon.
Class 3 textures are the most limiting texture in the excavated soil profile. A long-term acceptance rate (LTAR) of 0.5 gallons per day (GPD)/square foot (SF) will be utilized for the loading rate2 after backfilling with appropriate material, as outlined above. At the completion of the construction of the drain field/disposal area, the fill material over this area will be immediately seeded and protected with straw or mulch or sodded to establish a permanent vegetative cover. The final grading plan will be designed to remove surface water from the drain field/disposal area.
Soil Classification The soils in this area formed in sandy and loamy marine sediments typical of the Coastal Plain. Thus, the soil conditions reflect drainage characteristics typical of soils of the mapped series below. This soil classification was based on the observed soil morphology in the excavated soil profile. Descriptions to further depths are not necessary to make interpretations for onsite wastewater disposal systems. The soil observations provided in this report and the below classification are derived by soil conditions in the observed sampled locations/area only. It should be noted that the below classification does not take into account any inclusions that might exist with the sampled area.
Similar to soils of the Rains (filled) series: Fine-Loamy, Siliceous, Semiactive, Thermic Typic Paleaquults
Other Considerations
Adherence to Report:
The depth to the ZOS, water table separation, LTAR, and the land preparation prescriptions outlined in this report are site condition minimums that must be adhered to in the design and installation of an onsite wastewater disposal system. Any expenses incurred due to deviations from the soil prescriptions outlined in this report that result in system malfunctions or repairs will be the liability of the responsible party.
Notification Regarding Wetlands:
It is the responsibility of the landowner and/or equipment operators to avoid regulated impacts to waters of the United States (WOTUS), including wetlands. Should any part of the proposed onsite wastewater system be located in WOTUS, including wetlands, approval from the appropriate State and/or Federal agency [i.e., US Army Corps of Engineers, SCDHEC, etc.] must accompany the application for an engineered onsite wastewater system. It is recommended that the landowner and/or equipment operators contact the applicable State and/or Federal agencies prior to initiating site work in order to avoid regulated impacts to WOTUS, including wetlands.
Footnotes:
1. Fill material must be inspected and approved by Tyler Sgro prior to placement of material and system installation, if required.
2. Long-term acceptance rates (LTAR) are estimated using the South Carolina Department of Health and Environmental Control, Bureau of Environmental Health Long Term Acceptance Rate Standard for Onsite Wastewater Systems. The long-term acceptance rate is based on the most hydraulically limiting naturally occurring soil texture from the ground surface to 12 inches below the bottom of the proposed absorption trenches/disposal tubing. Estimates on the acceptance rates are based on soil texture.
150'
Ditch
Lot 2
Lot 1
Ditch
Ditch
Ditch
Retention Pond
267'
59' 88'
305'
S e a b o a rd C o a s t
L in e R a ilro a d
Hig hw ay
H ig h w a y
H ig h w a y
H ig h w a y
H ig h w a y
June Burn Rd
H ig h w a y
Rodgers - 24-304 Hwy 301
Maxar, Microsoft, USGS The National Map: 3D Elevation Program. Data Refreshed July, 2024., Esri Community Maps Contributors, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/ NASA, USGS, EPA, NPS, US Census Bureau, USDA, Soil Data Form
Septic_Design_804
Distance/Setback
Ditch
Septic_Design_9782
Water
Normal Intermediate Contours
Normal Index Contours
6/24/2024, 3:00:05 PM
0 240 480120 ft
0 70 14035 m
1:2,257
Created By: Davis Horizons This map is created by Davis Horizons. Unauthorized use of this map without explicit written permission from Davis Horizons is prohibited.
Site and Soil Evaluation for Onsite Wastewater Treatment and Disposal
Applicant and Project Name: Rodgers - 24-304 Hwy 301- Lot 2
County: Clarendon Land Use/Earth Cover:
Property Address: Landform:
Location/Subdivision: Hillslope/Profile Position: flat
Percent Slope/Measured Elevations (if applicable): 92.81 ft.
Applicant Name: Slope Shape:
Address: Slope Aspect:
Soil Classifiers Embossment/Stamp:
Phone #: Date: June 17, 2024
Lot #: Soil Classifier: Tyler Sgro Signature:
Test Hole #: Data Point 1 Repair Area? ☑ Yes ☐ No Soil Classifier Address: 4524 Orr Street, North Charleston, SC 29405
Latitude/Longitude: 33.722634978 / -80.1924598465 Phone#: 843-754-6307
Method: Pit: ☐ Auger: ☑ Probe: ☐
Soil Profile Estimating Soil Saturation Estimating Soil Permeability
Comments and Other Pertinent Soil Features
Munsell Color (hue, value, chroma)
Horizon
Suffix
Depth
(inches)
Matrix
Color
Redoximorphic Features/Mottles Texture Structure Consistence
(Moist) Concentrations Depletions LTAR Class USDA Class
Sticki
Class Plastic.
Class
Grade Type
(shape)
Fill 0-11 10yr 5/3 2 SL SO PO 0 -
Structur eless
GR -
Granular
VFR - Very Friable
A 11-13 10yr 3/2 2 SL SO PO 0 -
Structur eless
ABK -
Angular Block
FR -
Btg 13-24 10yr 5/1 7.5yr 5/6 3 SCL SO PO 1 -
Weak
SBK -
Subangu lar Blocky
Most Limiting Soil
Conditions
Depth (in.) and Description Most Limiting Soil
Conditions
Depth (in.) and Description Soil Series and Soil Taxonomy Comments/Recommendations
Zone of Saturation
Overburden/Fill Material
Additional Comments:
Clean Saprolite
Restrictive Horizon none
Loading Rate ga/da/ft2 0.5
Vegetation Observed
Weather Conditions
Free Water
County: Clarendon Land Use/Earth Cover: barren
Property Address: Landform: terrace
Location/Subdivision: Hillslope/Profile Position: flat
Percent Slope/Measured Elevations (if applicable): 92.9860344990553 ft.
Applicant Name: Slope Shape:
Address: Slope Aspect:
Soil Classifiers Embossment/Stamp:
Phone #: Date: June 17, 2024
Lot #: Soil Classifier: Tyler Sgro Signature:
Test Hole #: Data Point 2 Repair Area? ☐ Yes ☑ No Soil Classifier Address: 4524 Orr Street, North Charleston, SC 29405
Latitude/Longitude: 33.7224570461667 / -80.1924800785 Phone#: 843-754-6307
(inches)
Matrix
Color
Redoximorphic Features/Mottles Texture Structure Consistence
(Moist) Concentrations Depletions LTAR Class USDA Class
Sticki
Class Plastic.
Class
Grade Type
(shape)
Fill 0-12 10yr 5/3 2 SL SO PO 0 -
Structur eless
GR -
Granular
A 12-14 10yr 3/2 2 SL SO PO
Structur eless
GR -
Granular
Btg 14-24 10yr 6/1 7.5yr 5/6 3 SCL SO PO
Weak
SBK -
Subangu lar Blocky
Depth (in.) and Description Most Limiting Soil
Conditions
Depth (in.) and Description Soil Series and Soil Taxonomy Comments/Recommendations
Zone of Saturation
Loading Rate ga/da/ft2
County: Clarendon Land Use/Earth Cover: barren
Property Address: Landform: terrace
Location/Subdivision: Hillslope/Profile Position: flat
Percent Slope/Measured Elevations (if applicable): 93.6257969990488 ft.
Applicant Name: Slope Shape:
Address: Slope Aspect:
Soil Classifiers Embossment/Stamp:
Phone #: Date: June 17, 2024
Lot #: Soil Classifier: Tyler Sgro Signature:
Test Hole #: Data Point 3 Repair Area? ☐ Yes ☑ No Soil Classifier Address: 4524 Orr Street, North Charleston, SC 29405
Latitude/Longitude: 33.7223343811667 / -80.1925249136667 Phone#: 843-754-6307
(inches)
Matrix
Color
Redoximorphic Features/Mottles Texture Structure Consistence
(Moist) Concentrations Depletions LTAR Class USDA Class
Sticki
Class Plastic.
Class
Grade Type
(shape)
Fill 0-14 10yr 5/3 2 SL SO PO 0 -
Structur eless
GR -
Granular
A 14-16 10yr 3/2 2 SL SO PO
Structur eless
GR -
Granular
Btg 16-24 10yr 5/1 7.5yr 5/6 3 SCL SO PO
Weak
SBK -
Subangu lar Blocky
Depth (in.) and Description Most Limiting Soil
Conditions
Depth (in.) and Description Soil Series and Soil Taxonomy Comments/Recommendations
Zone of Saturation
Loading Rate ga/da/ft2
| 24-304-2-CM-Clarendon County Public Works_REV B.pdf |
| Sheets and Views |
| 24-304-2-Clarendon County Public Works_REV B-COVER_SP100 |
| 24-304-2-Clarendon County Public Works_REV B-SITE PLAN_SP200 |
| 24-304-2-Clarendon County Public Works_REV B-SITE PLAN_SP201 (2) |
| 24-304-2-Clarendon County Public Works_REV B-SECTIONS_SP300 |
| 24-304-2-Clarendon County Public Works_REV B-DETAILS_SP400 |
| Lot 2 Soils Report.pdf |
| Soil Report |
| Site Map |
| Soil Data Sheets |
File details come from the government source that posted it. Updated .