Exhibit A-1 OSWW Permit and Plans Animal Control.pdf

PDF 5 MB Posted Aug 9, 2024

Attached to: Provide Design/Build Services for the Construction of new P. W. & A. S. Facilities
Solicitation number: 2024-004
Issued by: Clarendon County, South Carolina

About this file

Written by GovTribe AI · Apr 11, 2025

This document contains an engineered septic system permit for the Clarendon County Animal Control facility located on US Highway 301 in Alcolu, South Carolina. The permit, issued by the South Carolina Department of Health and Environmental Control (SCDHEC), is for a specialized onsite wastewater system designed to handle 1,075 gallons per day for a commercial facility. The permit was prepared by CPR Engineering Solutions LLC, with soil classification by Tyler Sgro of Davis Horizons, and is valid until July 30, 2029.

The permit includes detailed site and soil evaluation documents, septic system design drawings, and installation requirements. The proposed system consists of multiple 1,500-gallon septic tanks, a pump system, and a drain field designed with specific soil and installation specifications. The soil evaluation indicates a flat terrace landform with sandy loam soil conditions, and a long-term acceptance rate of 0.5-0.6 gallons per day per square foot. The installer must be a SCDHEC Tier 3 licensed professional and must follow strict notification and observation requirements, including scheduling a pre-construction meeting with Onsite Septic Engineering and adhering to specified installation guidelines.

View the file

Other files

File	Type	Posted
23144 Edward Wood.pdf	PDF	Aug 9, 2024
Addendum # 3 price sheet.pdf	PDF	Aug 9, 2024
Exhibit A-2 OSWW Permit and Plans Public Works.pdf	PDF	Aug 9, 2024
Exhibit A (REV) - PW AND AC PLANS - 2024 08-23.pdf	PDF	Aug 9, 2024
Exhibit G - USACE_DC_Request_Edward_Woods_Property.pdf	PDF	Aug 9, 2024
Exhibit A - PW AND AC PLANS.pdf	PDF	Aug 9, 2024
2024-004 - PW-AC RFP - Final.pdf	PDF	Aug 9, 2024
Exhibit E - Biological Evaluation Report.pdf	PDF	Aug 9, 2024
Exhibit H - USACE_DC_Letter_Edward_Wood_Property.pdf	PDF	Aug 9, 2024
ADDENDUM 2 - FINAL.pdf	PDF	Aug 9, 2024
Exhibit B - ECS Preliminary Geotech Report - Edwards Wood Property Alcolu.pdf	PDF	Aug 9, 2024
Exhibit D - Phase I ESA June 2023 Final.pdf	PDF	Aug 9, 2024
Exhibit C - Edward Wood Plat.pdf	PDF	Aug 9, 2024
Exhibit F - CRIS Draft Report.pdf	PDF	Aug 9, 2024
Pre-Bid meeting sign in sheet 2024 08-29.pdf	PDF	Aug 9, 2024
ADDENDUM # 3 - FINAL.pdf	PDF	Aug 9, 2024
ADDENDUM 1 - FINAL.pdf	PDF	Aug 9, 2024
Addendum # 4 - Final.pdf	PDF	Aug 9, 2024

Show all 18

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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: OSWW024735 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: July 30, 2024

CPR Engineering Solutions LLC

Caleb Rodgers

SC 32006 COA 5170

Tyler Sgro

SC LPSC # 119

07/24/2024

24-304 Timmons Hwy 301 Animal Control

(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:

Lot:

Gallons Per Day (GPD): 1075

Site: US Hwy 301 , Alcolu, SC 29102

Program Code: ALTERNATIVE System Code: 611 ENGINEERED SYS

<1500GPD PUMP

TM #: 185-00-03-027-00

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

UTH CAROLINA

L No. 32006IC

PROFESSIONAL ENG

INEER

CALEB P. RODGERS

07/23/2024

SP100

VICINITY MAP

N.T.S.

E N

S O

O N

C \P

R O

4- 1-

C M

O N

C O

U N

C O

O L

SHEET DRAWING NUMBER SHEET TITLE

SP100 24-304-1-CM-0 GENERAL NOTES & DESIGN CRITERIA

SP200 24-304-1-CM-1 OVERALL SEPTIC LAYOUT

SP201 24-304-1-CM-2 DETAILED SEPTIC PLAN

SP300 24-304-1-CM-3 SEPTIC SYSTEM SECTION

SP400 24-304-1-CM-4 SEPTIC TANK SECTION & DETAILS

C A

P . R

O D

G E

R S

, P .E

O N

E S

E P

E N

E E

G .C

O M

W W

W .O

N S

S E

P T

N G

E R

.C O

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 40 RUN ANIMAL CONTROL FACILITY WILL GRAVITY FLOW TO THREE (3) NEW 1,500 GALLON SEPTIC TANKS THAT WILL GRAVITY FLOW IN SERIES 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 NORTH OF THE PROPOSED STRUCTURE AND TANK LOCATION, PER THE ENCLOSED PLANS. REPAIR AREA WILL BE TO THE WEST 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= 0" ESTIMATED FLOWRATE= 1075 GPD - 40 RUN KENNEL @ 25 GAL/DAY/RUN REF. R61-56, SECT. 501 @ 25 GAL/DAY/RUN REF. R61-56, SECT. 501 25 GAL/DAY/RUN REF. R61-56, SECT. 501 - 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 DESIGN FLOWRATE= 1075 GPD TOTAL TRENCH WIDTH= 10 FT (EA.) AGGREGATE DEPTH AND TYPE= 14" GRANITE AGGREGATE OR ENGINEER APPROVED ALTERNATE PER SCDHEC SPECIFICATIONS TOTAL MIN. REQUIRED SYSTEM LENGTH= 308 LF DESIGN SYSTEM LENGTH= 310 LF, (2) TRENCHES AT 155 LF EA. (2) EA. 4" DIAMETER PERFORATED DRAIN TILE PIPES TYPICAL EACH TRENCH PER SCDHEC SPECS (NO SLOTTED PIPE) SEPTIC TANK SELECTION= THREE (3) EA. 1,500 GALLON KNIGHTS SEPTIC TANKS 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.

AutoCAD SHX Text

DESIGN SUPERVISOR

AutoCAD SHX Text

DRAFTER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

FILE

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DES. ENG.

AutoCAD SHX Text

DES. ENG.

AutoCAD SHX Text

PROJ. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

CALEB P. RODGERS, P.E.

AutoCAD SHX Text

CPR

AutoCAD SHX Text

TCB

AutoCAD SHX Text

CHECKER

AutoCAD SHX Text

TCB

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

GENERAL NOTES & DESIGN CRITERIA

AutoCAD SHX Text PROJECT NAME: CLARENDON CO. ANIMAL CONTROL SEPTIC PROJECT LOCATION: US HWY 301 US HWY 301 ALCOLU, SC 29102 CLARENDON COUNTY, SC TMS: 185-00-03-027-00 WATER SUPPLY: PUBLIC WATER

AutoCAD SHX Text

24-304-1-CM-0

AutoCAD SHX Text

24-304-CM

AutoCAD SHX Text

CLARENDON COUNTY ANIMAL CONTROL - SEPTIC

AutoCAD SHX Text A

AutoCAD SHX Text

RELEASED FOR PERMIT

AutoCAD SHX Text

CPR

AutoCAD SHX Text

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**

AutoCAD SHX Text

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

AutoCAD SHX Text

PROPOSED ANIMAL CONTROL FACILITY

AutoCAD SHX Text

JUNE BURN RD

AutoCAD SHX Text 07/23/2024

AutoCAD SHX Text 7/23/24

AutoCAD SHX Text

SUMTER HWY

AutoCAD SHX Text I-95

AutoCAD SHX Text

SUMTER HWY

AutoCAD SHX Text

PLOWDEN MILL RD

AutoCAD SHX Text

HWY 301

AutoCAD SHX Text

HWY 301

ALDERMAN CAMP RD

L No. 32006IC

PROFESSIONAL ENG

INEER

CALEB P. RODGERS

07/23/2024

C H

N G

N E

C H

N G

N E

H D P E

E N D

N O T F O U N D

SS SS SS SS

SSSS

SSSSSSSSSS

SP200

C A

P . R

O D

G E

R S

, P .E

O N

E S

E P

E N

E E

G .C

O M

W W

W .O

N S

S E

P T

N G

E R

.C O

OVERALL SEPTIC LAYOUT

SCALE 1"=30'

E N

S O

O N

C \P

R O

4- 1-

C M

O N

C O

U N

C O

O L

AutoCAD SHX Text

DESIGN SUPERVISOR

AutoCAD SHX Text

DRAFTER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

FILE

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DES. ENG.

AutoCAD SHX Text

DES. ENG.

AutoCAD SHX Text

PROJ. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

CALEB P. RODGERS, P.E.

AutoCAD SHX Text

CPR

AutoCAD SHX Text

CHECKER

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

OVERALL SEPTIC LAYOUT

AutoCAD SHX Text

DENOTES SOIL BORING LOCATION

AutoCAD SHX Text A

AutoCAD SHX Text

CPR

AutoCAD SHX Text 0'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text

PROPOSED ANIMAL CONTROL 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**

AutoCAD SHX Text

TCB

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

SEPTIC DETAIL REF. SP201

AutoCAD SHX Text

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.

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

PROPOSED DRAIN FIELD AREA

AutoCAD SHX Text

24-304-1-CM-1

AutoCAD SHX Text

24-304-CM

AutoCAD SHX Text

CLARENDON COUNTY ANIMAL CONTROL - SEPTIC

AutoCAD SHX Text 07/23/2024

AutoCAD SHX Text 7/23/24

AutoCAD SHX Text

PROPOSED 50% REPAIR AREA

AutoCAD SHX Text

DITCH ALONG PROPERTY LINE

AutoCAD SHX Text

25FT DITCH SETBACK

AutoCAD SHX Text

25FT STORM INLET SETBACK

AutoCAD SHX Text

25FT STORM INLET SETBACK

75FT WET POND SETBACK

L No. 32006IC

PROFESSIONAL ENG

INEER

CALEB P. RODGERS

07/23/2024

C H

N G

N E

SS SS SS SS

SSSS

SSSSSSSSSS

SP201

DETAILED SEPTIC PLAN

SCALE 1"=16'

C A

P . R

O D

G E

R S

, P .E

O N

E S

E P

E N

E E

G .C

O M

W W

W .O

N S

S E

P T

N G

E R

.C O

E N

S O

O N

C \P

R O

4- 1-

C M

O N

C O

U N

C O

O L

AutoCAD SHX Text

DESIGN SUPERVISOR

AutoCAD SHX Text

DRAFTER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

FILE

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DES. ENG.

AutoCAD SHX Text

DES. ENG.

AutoCAD SHX Text

PROJ. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

CALEB P. RODGERS, P.E.

AutoCAD SHX Text

CPR

AutoCAD SHX Text

CHECKER

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

DETAILED SEPTIC PLAN

AutoCAD SHX Text A

AutoCAD SHX Text

CPR

AutoCAD SHX Text

(2) 4" DIA. DRAIN TILE PIPES EVENLY SPACED. EACH TRENCH CONNECTED WITH 3" MIN CENTER HEADER

AutoCAD SHX Text B

AutoCAD SHX Text

50% REPAIR AREA

AutoCAD SHX Text

SOLID 3" DIA. PVC HEADER PIPE CENTER FEEDING TRENCHES

AutoCAD SHX Text

5' BUFFER TYP.

AutoCAD SHX Text

TCB

AutoCAD SHX Text

DENOTES SOIL BORING LOCATION

AutoCAD SHX Text 0'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text

7' SPACING MIN.

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

RELEASED FOR PERMIT

AutoCAD SHX Text

4:1 TAPER SLOPE

AutoCAD SHX Text

24-304-1-CM-2

AutoCAD SHX Text

24-304-CM

AutoCAD SHX Text

CLARENDON COUNTY ANIMAL CONTROL - SEPTIC

AutoCAD SHX Text 07/23/2024

AutoCAD SHX Text 7/23/24

AutoCAD SHX Text

NEW 1,500 GALLON SEPTIC TANK 3

AutoCAD SHX Text

1-1/2" DIA. SCH. 40 PVC FORCE MAIN TO DRAIN FIELD HEADER APPROX. 45 L-FT

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)

AutoCAD SHX Text

5FT STRUCTURE SETBACK

AutoCAD SHX Text

NEW 1,000 GALLON PUMP TANK

AutoCAD SHX Text

SEPTIC ALARM/ CONTROL PANEL

AutoCAD SHX Text

25FT STORM DRAIN INLET OFFSET (TYP)

AutoCAD SHX Text

NEW 1,500 GALLON SEPTIC TANK 2

AutoCAD SHX Text

NEW 1,500 GALLON SEPTIC TANK 1

AutoCAD SHX Text

25FT STORM DRAIN INLET OFFSET (TYP)

AutoCAD SHX Text

FLOW METER

75FT WET POND SETBACK

L No. 32006IC

PROFESSIONAL ENG

INEER

CALEB P. RODGERS

07/23/2024

SP300

C A

P . R

O D

G E

R S

, P .E

O N

E S

E P

E N

E E

G .C

O M

W W

W .O

N S

S E

P T

N G

E R

.C O

E N

S O

O N

C \P

R O

4- 1-

C M

O N

C O

U N

C O

O L

AutoCAD SHX Text

C/L TRENCH

AutoCAD SHX Text

14" TRENCH DEPTH

AutoCAD SHX Text

CLASS II/III FILL

AutoCAD SHX Text

CLASS II/III FILL

AutoCAD SHX Text

CLASS II/III FILL

AutoCAD SHX Text

OBSERVED ZONE OF SATURATION/ SHWT EL=92.0'

AutoCAD SHX Text

COVER AGGREGATE WITH LAYER OF NON-WOVEN FILTER FABRIC TYP. LENGTH OF TRENCH

AutoCAD SHX Text

C/L SYSTEM

AutoCAD SHX Text

COVER AGGREGATE WITH LAYER OF NON-WOVEN FILTER FABRIC TYP. LENGTH OF TRENCH

AutoCAD SHX Text

14" TRENCH DEPTH

AutoCAD SHX Text CUT 26" TO REMOVE TOP SOIL/"A" SOIL HORIZON AND PLACE 32" OF CLASS I FILL TO MAINTAIN 6" MIN OFFSET FROM ZOS. LEVEL BOTTOM OF TRENCH

AutoCAD SHX Text

*FILL CAP=94.7' (34" ABOVE EX. GRADE)

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.

AutoCAD SHX Text

*EXISTING GRADE=92.0'

AutoCAD SHX Text

C/L TRENCH

AutoCAD SHX Text

*BOTTOM OF TRENCH=92.5'

AutoCAD SHX Text CUT 26" TO REMOVE TOP SOIL/"A" SOIL HORIZON AND PLACE 32" OF CLASS I FILL TO MAINTAIN 6" MIN OFFSET FROM ZOS. LEVEL BOTTOM OF TRENCH

AutoCAD SHX Text

EXISTING SOILS AVG. LTAR 0.5

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

(2 EA) 4" PERFORATEDPLASTIC PIPE TYP. LENGTH OF TRENCH

AutoCAD SHX Text

32" CLASS I SAND FILL

AutoCAD SHX Text

32" CLASS I SAND FILL

AutoCAD SHX Text IMMEDIATELY ESTABLISH VEGETATIVE COVER UPON FINISH GRADING TYP. LIMITS OF DRAIN FIELD DISTURBANCE

AutoCAD SHX Text

DESIGN SUPERVISOR

AutoCAD SHX Text

DRAFTER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

FILE

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DES. ENG.

AutoCAD SHX Text

DES. ENG.

AutoCAD SHX Text

PROJ. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

CALEB P. RODGERS, P.E.

AutoCAD SHX Text

CPR

AutoCAD SHX Text

CHECKER

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SEPTIC SYSTEM SECTION

AutoCAD SHX Text **TAPER & SLOPE NOTES: CONTRACTOR/OWNER TO CONTRACTOR/OWNER TO MAINTAIN 4:1 SLOPE MAX. ON ALL TAPERS TO EXISTING GRADE.

AutoCAD SHX Text

DRAIN FIELD SECTION B-B SCALE N.T.S

AutoCAD SHX Text A

AutoCAD SHX Text

CPR

AutoCAD SHX Text

TCB

AutoCAD SHX Text

RELEASED FOR PERMIT

AutoCAD SHX Text

24-304-1-CM-3

AutoCAD SHX Text

24-304-CM

AutoCAD SHX Text

CLARENDON COUNTY ANIMAL CONTROL - SEPTIC

AutoCAD SHX Text 07/23/2024

7/23/24

L No. 32006IC

PROFESSIONAL ENG

INEER

CALEB P. RODGERS

07/23/2024

SP400

C A

P . R

O D

G E

R S

, P .E

O N

E S

E P

E N

E E

G .C

O M

W W

W .O

N S

S E

P T

N G

E R

.C O

E N

S O

O N

C \P

R O

4- 1-

C M

O N

C O

U N

C O

O L

AutoCAD SHX Text

4" MIN.

AutoCAD SHX Text

SLUDGE LAYER

AutoCAD SHX Text

CLEAR EFFLUENT

AutoCAD SHX Text

STANDARD 4" INLET

AutoCAD SHX Text

TEE OR BAFFLE

AutoCAD SHX Text 18"

AutoCAD SHX Text

TYPICAL 1500 GAL TANK LENGTH PER MANUFACTURER

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

OUTLET LEVEL

AutoCAD SHX Text

TANK HEIGHT PER MANUFACTURER

AutoCAD SHX Text

IE 4" TANK 1 OUTLET= -2"

AutoCAD SHX Text

INV. TANK 1 INLET=0"

AutoCAD SHX Text

RISERS CAN BE EPOXIED OR CAST IN PLACE

AutoCAD SHX Text

SLOPE GROUND AWAY FROM

AutoCAD SHX Text

RISERS FOR DRAINAGE

AutoCAD SHX Text

HEAVY DUTY WATERTIGHT 24" DIA. ACCESS RISER & LID TYP.

AutoCAD SHX Text

PRIMARY 1500 GALLON TANK 1

AutoCAD SHX Text

SLUDGE LAYER

AutoCAD SHX Text

CLEAR EFFLUENT

AutoCAD SHX Text

STANDARD 4" INLET

AutoCAD SHX Text

TEE OR BAFFLE

AutoCAD SHX Text

TYPICAL 1500 GAL TANK LENGTH PER MANUFACTURER

AutoCAD SHX Text

SCUM LAYER

AutoCAD SHX Text

2" MAX FALL

AutoCAD SHX Text

LIQUID DEPTH

AutoCAD SHX Text

OUTLET LEVEL

AutoCAD SHX Text

40% OF

AutoCAD SHX Text

WATER LEVEL

AutoCAD SHX Text

BOTTOM OF INLET INVERT

AutoCAD SHX Text

STANDARD 4" OUTLET

AutoCAD SHX Text

TEE OR BAFFLE

AutoCAD SHX Text

INV. TANK 2 INLET= -3"

AutoCAD SHX Text

RISERS CAN BE EPOXIED OR CAST IN PLACE

AutoCAD SHX Text

SLOPE GROUND AWAY FROM

AutoCAD SHX Text

RISERS FOR DRAINAGE

AutoCAD SHX Text

IE 4" TANK 2 OUTLET=-5"

AutoCAD SHX Text

PRIMARY 1500 GALLON TANK 2

AutoCAD SHX Text

HEAVY DUTY WATERTIGHT 24" DIA. ACCESS RISER & LID TYP.

AutoCAD SHX Text

HEAVY DUTY WATERTIGHT 24" DIA. ACCESS RISER & LID TYP.

AutoCAD SHX Text

HEAVY DUTY WATERTIGHT 24" DIA. ACCESS RISER & LID TYP.

AutoCAD SHX Text

INV. TANK 3 INLET=-6"

AutoCAD SHX Text

CONDUIT TO PANEL

AutoCAD SHX Text

SCUM LAYER

AutoCAD SHX Text

2" MAX FALL

AutoCAD SHX Text

WATER LEVEL

AutoCAD SHX Text

BOTTOM OF INLET INVERT

AutoCAD SHX Text

1000 GALLON PUMP CHAMBER PER MANUFACTURER SPECIFICATIONS

AutoCAD SHX Text

WEEP

AutoCAD SHX Text

HOLE

AutoCAD SHX Text

OFF

AutoCAD SHX Text

ALARM

AutoCAD SHX Text

EFFLUENT

AutoCAD SHX Text

SECURE CORD TO

AutoCAD SHX Text

DISCHARGE PIPE

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

EFFLUENT

AutoCAD SHX Text

VARIES BY SITE

AutoCAD SHX Text

J-BOX

AutoCAD SHX Text

SECURE EXCESS CORDAGE (FOR FILTER REMOVAL)

AutoCAD SHX Text

ACCESS RISER & LID

AutoCAD SHX Text

ZOELLER NONAUTOMATIC EFFLUENT PUMP

AutoCAD SHX Text

BALL VALVE & UNION

AutoCAD SHX Text

TO BELOW GRADE

AutoCAD SHX Text

3/4 INCH ELECTRICAL CONDUIT

AutoCAD SHX Text

(MOUNTED ON STRUCTURE)

AutoCAD SHX Text

INDOOR/OUTDOOR ALARM

AutoCAD SHX Text

ZOELLER

AutoCAD SHX Text

SLUDGE LAYER

AutoCAD SHX Text

CLEAR EFFLUENT

AutoCAD SHX Text

STANDARD 4" INLET

AutoCAD SHX Text

TEE OR BAFFLE

AutoCAD SHX Text

TYPICAL 1500 GAL TANK LENGTH PER MANUFACTURER

AutoCAD SHX Text

SCUM LAYER

AutoCAD SHX Text

2" MAX FALL

AutoCAD SHX Text

LIQUID DEPTH

AutoCAD SHX Text

OUTLET LEVEL

AutoCAD SHX Text

40% OF

AutoCAD SHX Text

WATER LEVEL

AutoCAD SHX Text

BOTTOM OF INLET INVERT

AutoCAD SHX Text

STANDARD 4" OUTLET

AutoCAD SHX Text

TEE OR BAFFLE

AutoCAD SHX Text

RISERS CAN BE EPOXIED OR CAST IN PLACE

AutoCAD SHX Text

SLOPE GROUND AWAY FROM

AutoCAD SHX Text

RISERS FOR DRAINAGE

AutoCAD SHX Text

IE 4" TANK 3 OUTLET=-8"

AutoCAD SHX Text

PRIMARY 1500 GALLON TANK 3

AutoCAD SHX Text

HEAVY DUTY WATERTIGHT 24" DIA. ACCESS RISER & LID TYP.

AutoCAD SHX Text

HEAVY DUTY WATERTIGHT 24" DIA. ACCESS RISER & LID TYP.

AutoCAD SHX Text

INV PUMP CHAMBER INLET=-9"

AutoCAD SHX Text

LIQUID DEPTH

AutoCAD SHX Text

40% OF

AutoCAD SHX Text

STANDARD 4" OUTLET

AutoCAD SHX Text

TEE OR BAFFLE

AutoCAD SHX Text

FLOW METER

AutoCAD SHX Text

DESIGN SUPERVISOR

AutoCAD SHX Text

DRAFTER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

FILE

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DES. ENG.

AutoCAD SHX Text

DES. ENG.

AutoCAD SHX Text

PROJ. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

CALEB P. RODGERS, P.E.

AutoCAD SHX Text

CPR

AutoCAD SHX Text

CHECKER

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

SEPTIC TANK & PUMP CONFIGURATION DETAILS

AutoCAD SHX Text A

AutoCAD SHX Text

CPR

AutoCAD SHX Text

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

RELEASED FOR PERMIT

AutoCAD SHX Text

24-304-1-CM-4

AutoCAD SHX Text

24-304-CM

AutoCAD SHX Text

CLARENDON COUNTY ANIMAL CONTROL - SEPTIC

AutoCAD SHX Text 07/23/2024

7/23/24

Rodgers - 24-304 Hwy 301- Lot 1

SOIL REPORT

Rodgers - 24-304 Hwy 301-

Lot 1

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 pasture, and more specifically is an open, grassy site. Elevation data recorded at these locations shows elevations ranging no more than 2 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 0 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 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 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.

160'497'

150'

Ditch

Lot 2

Lot 1

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

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 1

County: Clarendon Land Use/Earth Cover:

Property Address: Landform:

Location/Subdivision: Hillslope/Profile Position: flat

Percent Slope/Measured Elevations (if applicable): 94.7511228323707 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: 33.7241957743333 / -80.192480755 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)

A 0-23 10yr 3/1 2 SL SO PO 1 - Weak

GR -

Granular

FR -

Friable

Btg 23-30 10yr 5/1 3 SCL SO PO 1 - Weak

SBK -

Subangu lar Blocky

FR -

Friable

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 0 Overburden/Fill Material Additional Comments: Evidence of previous disturbance in A horizon

Clean Saprolite

Restrictive Horizon none

Loading Rate ga/da/ft2 0.5

Vegetation Observed

Weather Conditions Free Water none

County: Clarendon Land Use/Earth Cover: pasture

Property Address: Landform: terrace

Location/Subdivision: Hillslope/Profile Position: flat

Percent Slope/Measured Elevations (if applicable): 94.7347186657042 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: 33.7242518306667 / -80.1926459916667 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)

A 0-21 10yr 3/1 2 SL SO PO 1 - Weak

GR -

Granular

FR -

Friable

Btg 21-27 10yr 5/1 3 SCL SO PO 1 - Weak

SBK -

Subangu lar Blocky

FR -

Friable

Most Limiting Soil Conditions

Depth (in.) and Description Most Limiting Soil Conditions

Zone of Saturation 0 Overburden/Fill Material Additional Comments: Evidence of previous disturbance in A horizon

Loading Rate ga/da/ft2 0.6

Property Address: Landform: terrace

Location/Subdivision: Hillslope/Profile Position: flat

Percent Slope/Measured Elevations (if applicable): 94.5509919990394 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: 33.724246952 / -80.1928140053333 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)

A 0-26 10yr 3/1 2 SL SO PO 1 - Weak

GR -

Granular

FR -

Friable

Btg 26-32 10yr 5/1 3 SCL SO PO 1 - Weak

SBK -

Subangu lar Blocky

FR -

Friable

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 0 Overburden/Fill Material Additional Comments: Evidence of previous disturbance in A horizon

Loading Rate ga/da/ft2

0.5

D itc h

Lo t 2

Lo t 1

D itc h

R et en tio n P on d

Seaboard Coast Line Railroad

H ig h w ay

Highw ay301

J u n e B u rn

R d

Highw ay301

R od ge rs

H w y

M ax ar

M ic ro so ft, U

S G

S T he N at io na l

M ap

E le va tio n P ro gr am

D at a R ef re sh ed

Ju ly

E sr i

C om m un ity M ap s

C on tr ib ut or s, O pe nS tr ee tM ap

M ic ro so ft, E sr i, To m To m

G ar m in

S af eG ra ph

G eo Te ch no lo gi es

In c, M E

T I/

N A

S A

S G

E P

N P

U S en su s B ur ea u, U S

D A

S oi l D at a F or m

S ep tic _D es ig n_

D is ta nc e/ S et ba ck

D itc h

S ep tic _D es ig n_

W at er

N or m al

In te rm ed ia te

C on to ur s

N or m al

In de x C on to ur s

4, :0 0:

M ft m

2, C re at ed

B y:

D av is H or iz on s

T hi s m ap is c re at ed b y

D av is H or iz on s.

U na ut ho riz ed u se o f t hi s m ap w ith ou t e xp lic it w rit te n pe rm is si on fr om

D av is H or iz on s is p ro hi bi te d.

County: Clarendon Land Use/Earth Cover:

Property Address: Landform:

Location/Subdivision: Hillslope/Profile Position: flat

Percent Slope/Measured Elevations (if applicable): 94.7511228323707 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: 33.7241957743333 / -80.192480755 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)

A 0-23 10yr 3/1 2 SL SO PO 1 - Weak

GR -

Granular

FR -

Friable

Btg 23-30 10yr 5/1 3 SCL SO PO 1 - Weak

SBK -

Subangu lar Blocky

FR -

Friable

Most Limiting Soil Conditions

Depth (in.) and Description Most Limiting Soil Conditions

Zone of Saturation 0 Overburden/Fill Material Additional Comments: Evidence of previous disturbance in A horizon

Loading Rate ga/da/ft2 0.5

Property Address: Landform: terrace

Location/Subdivision: Hillslope/Profile Position: flat

Percent Slope/Measured Elevations (if applicable): 94.7347186657042 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: 33.7242518306667 / -80.1926459916667 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)

A 0-21 10yr 3/1 2 SL SO PO 1 - Weak

GR -

Granular

FR -

Friable

Btg 21-27 10yr 5/1 3 SCL SO PO 1 - Weak

SBK -

Subangu lar Blocky

FR -

Friable

Most Limiting Soil Conditions

Depth (in.) and Description Most Limiting Soil Conditions

Zone of Saturation 0 Overburden/Fill Material Additional Comments: Evidence of previous disturbance in A horizon

Loading Rate ga/da/ft2 0.6

Property Address: Landform: terrace

Location/Subdivision: Hillslope/Profile Position: flat

Percent Slope/Measured Elevations (if applicable): 94.5509919990394 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: 33.724246952 / -80.1928140053333 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)

A 0-26 10yr 3/1 2 SL SO PO 1 - Weak

GR -

Granular

FR -

Friable

Btg 26-32 10yr 5/1 3 SCL SO PO 1 - Weak

SBK -

Subangu lar Blocky

FR -

Friable

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 0 Overburden/Fill Material Additional Comments: Evidence of previous disturbance in A horizon

Loading Rate ga/da/ft2

0.5

R E B

A R

C H

R S

O N

S11°09'53"W 1201.05'

P O N D

I T

A L O

I N

C P

C H

C O R N

S11°05'05"W 500.48'

N11°34'24"E 500.34'

R C

H D P E

E N D

N O T

F O U N D

I N V

H D P E

I N V

C A T C H

B A S I N

G R A T

R C P

R C

R C P

F E N

798.08'

402.97'

N11°34'43"E 397.70'

N11°34'43"E 807.06'

P K N

E L .7

S °1 '4 "W

T B M

P K N A I L

E L

O N

U N D

N O

C O M P U

P O

M P O R

Y B E N C H M

P O W

P O

G H T P O

P H O N E

P E D

P R O P O S

N G

C O N

U R

P R O P O S E D

C O N

U R

I T

I T C

I T

C la re nd o n

C o un ty

E ng in ee ri ng

S U

N S

E T

D R

A N

G , S

.C . 2

A X

-2

C la re nd o n

C o un ty

N ew

P ub lic W o rk s an d

C O

N C

E P

L S

A ni m al

C o nt ro l F ac ili tie s

SITE PLAN NOTES:

24-304-1-CM-Clarendon County Animal Control_REV A.pdf

Sheets and Views

24-304-1-Clarendon County Animal Control-COVER_SP100

24-304-1-Clarendon County Animal Control-SITE PLAN_SP200

24-304-1-Clarendon County Animal Control-SITE PLAN_SP201 (2)

24-304-1-Clarendon County Animal Control-SECTIONS_SP300

24-304-1-Clarendon County Animal Control-DETAILS_SP400

Animal Control Soils Report.pdf

Lot 1 Soils Report

Soil Report-1

Site Map

Soil Data Sheets v2

Site Map

Soil Data Sheets v2

File details come from the government source that posted it. Updated Apr 11, 2025.