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CASE NO: 16PR0136 STATUS: PENDING APPROVAL
PROJECT NAME: DOM PWR FFCP MANAGE - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: INDUSTRIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 04 06/29/17 07/21/17 ******** ********
ENVIR.ENGR.-: 04 06/29/17 07/21/17 ******** 11/23/16 CBH 776-7836
FIRE DEPT.--: 04 06/29/17 07/21/17 COMPLETE 06/30/17 AWB 717-6167
MAPPING/GIS-: 04 06/29/17 07/21/17 COMPLETE 07/18/17 AMJ 768-7549
PLANNING----: 04 06/29/17 07/21/17 COMPLETE 07/30/17 JHL 751-4158
TRANSPORT.--: 04 06/29/17 07/21/17 COMPLETE 07/03/17 SJA 751-4461
UTIL.PLAN.--: 04 06/29/17 07/21/17 ******** ********
UTILITIES---: 04 06/29/17 07/21/17 AMENDED* 07/10/17 WBP 751-4336
UTIL.R.O.W.-: 04 06/29/17 07/21/17 ******** ********
VDOT--------: 04 06/29/17 07/21/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : RYAN EVANS, P.E./748-1338
NAME OF PLAN : DOMINION POWER - FFCP PHASE 1
ADDRESS :
SUBMISSION DATE : 09/01/15
PLAN DATED : 06/23/15
REVIEW DATE : 09/14/15
SITE PLAN NO. : 16PR0136
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. SHOW THE COUNTY UTILITIES PROJECT NUMBER 2015-0264 ON
THE LOWER RIGHT HAND CORNER OF EACH SHEET.
2. OBTAIN THE PERTINENT EXISTING WATER AND SEWER AS-
BUILT INFORMATION FROM THE UTILITIES DEPARTMENT. ENSURE TH
THE FIELD SURVEY AND AS-BUILT INFORMATION ACCURATELY REFLE
THE ON-SITE CONDITIONS AND PRESENT SAID INFORMATION
ACCORDINGLY ON THE PLANS. CLEARLY LABEL THE EXISTING SIZE,
MATERIAL TYPE, AND COUNTY PROJECT # ON ALL WATER AND SEWER
LINE WITHIN THE PLAN VIEWPORT. INFORMATION MAY BE OBTAINED
BY EMAILING SWAVAILABILITY@CHESTERFIELD.GOV OR AT THE
UTILITIES DEPARTMENT BUILDING.
3. VERIFY THAT NO EFFLUENT IS PROPOSED TO ENTER THE
SANITARY SEWER SYSTEM. IF SO, PROVIDE A LARGE, BOLD NOTE
NEAR THE EFFLUENT LINES TO THAT EFFECT ON ALL PERTINENT
PAGES. IF NOT, CLEARLY DETAIL THE CONNECTION LOCATION AND
PROPOSED FLOWS ASSOCIATED WITH ANY LEACHATE COLLECTION.
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REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : DOMINION POWER - FFCP PHASE 1
ADDRESS :
SUBMISSION DATE : 12/7/15
PLAN DATED : 12/4/15
REVIEW DATE : 12/14/15
SITE PLAN NO. : 16PR0136
COMMENTS : 2ND REVIEW- APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. ALL COMMENTS ADDRESSED, NO PUBLIC UTILITIES WORK.
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REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : W.B. PAYNE III/751-4336
NAME OF PLAN : DOMINION POWER FFCP MANAGEMENT FACILITY
ADDRESS : 500 COXENDALE ROAD
SUBMISSION DATE : 3/8/16
PLAN DATED : 3/4/16
REVIEW DATE : 3/10/16
SITE PLAN NO. : 16PR0136
COMMENTS : 3RD REVIEW-APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. ALL PRIOR UTILITY COMMENTS WERE ADDRESSED WITH THE
12/04/2016 PLAN SUBMISSION AND THE PLAN WAS PREVIOUSLY
APPROVED BY UTILITIES ON 12/14/2016. NOTHING IN THIS
CURRENT SUBMITTAL APPEARS TO AFFECT THAT PRIOR APPROVAL
STATUS.
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REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON/748-1338
NAME OF PLAN : DOMINION POWER FFCP MANAGEMENT FACILITY
ADDRESS : 500 COXENDALE ROAD
SUBMISSION DATE : 10/31/16
PLAN DATED : 9/26/16
REVIEW DATE : 11/4/16
SITE PLAN NO. : 16PR0136
COMMENTS : 4TH REVIEW-APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON/748-1338
NAME OF PLAN : DOMINION POWER FFCP MANAGEMENT FACILITY
ADDRESS : 500 COXENDALE ROAD
SUBMISSION DATE : 6/29/17
PLAN DATED : 6/16//17
REVIEW DATE : 7/7/17
SITE PLAN NO. : 16PR0136
COMMENTS : 5TH REVIEW-APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
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REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: DOM POWER FFCP MANAGE FACILITY
SITE PLAN NUMBER: 16PR0136
LATEST PLAN DATE: 06/23/15
DEPT. REC'D. DATE: 08/27/15
SUBMITTAL NUMBER: ONE
REVIEW DATE: 09/02/15
RECOMMENDATION: APPROVED
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: DOM POWER FFCP MANAGE FACILITY
SITE PLAN NUMBER: 16PR0136
LATEST PLAN DATE: 12/04/15
DEPT. REC'D. DATE: 12/14/15
SUBMITTAL NUMBER: TWO
REVIEW DATE: 12/23/15
RECOMMENDATION: APPROVED
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: DOM POWER FFCP MANAGE FACILITY
SITE PLAN NUMBER: 16PR0136
LATEST PLAN DATE: 03/04/16
DEPT. REC'D. DATE: 03/09/16
SUBMITTAL NUMBER: THREE
REVIEW DATE: 03/21/16
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: DOM POWER FFCP MANAGE FACILITY
SITE PLAN NUMBER: 16PR0136
LATEST PLAN DATE: 10/10/16
DEPT. REC'D. DATE: 11/02/16
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 11/02/16
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: DOM POWER FFCP MANAGE FACILITY
SITE PLAN NUMBER: 16PR0136
LATEST PLAN DATE: 06/12/17
DEPT. REC'D. DATE: 06/30/17
SUBMITTAL NUMBER: FIVE (JHLAMSON)
REVIEW DATE: 07/03/17
RECOMMENDATION: APPROVED
==========================================================
==========================================================
**********************************************************
REVIEW DEPARTMENT------PLANNING
REVIEWER / PHONE #-----JEFF LAMSON / 804-751-4158
NAME OF PLAN-----------DOMINION POWER FFCP MGT FACILITY PH
SITE PLAN NUMBER-------16PR0136
ADDRESS----------------
LATEST PLAN DATE-------
DEPT. REC'D. DATE------
SUBMITTAL NUMBER-------ONE
REVIEW DATE------------9-22-15
RECOMMENDATION---------
TABLE REVIEW-----------
PLAT PROCESSING--------
LANDSCAPE PLAN STATUS--MUST BE INCLUDED WITH 2ND SUBMISSIO
ARCHITECTURAL ELEVATIONS--NOT YET SUBMITTED
LIGHTING PLAN/CUTSHEETS---NOT YET SUBMITTED
IRRIGATION/HOSEBIB PLAN---NOT YET SUBMITTED
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A COMPLE
RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE PLANNING
DEPARTMENT.
BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. BE SURE TO INDICATE WHICH SHEETS SHOW THE
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM NUMBER)
2. ON THE OVERALL PLAN AND ALL CONSTRUCTION PAN SHEETS
INDICATE THE REQUIRED BUFFERS PER CONDITION 8. OF ZONING
CASE 10SN0114. LABEL ALL BUFFERS, REQUIRED WIDTHS AND
INCLUDE NOTE: " PRESERVATION OF VEGETATIVE BUFFER REQUIRED
NO ACCESS PERMITTED TO BUFFER AREAS.
3. INDICATE TREE PROTECTION FENCING OR TAPE TO BE INSTALLE
AND MAINTIANED DURING THE LIFE OF THE PROJECT AT THE LIMIT
OF THE BUFFER.
4. PROVIDE AND MAINTAIN SIGNS EVERY 200 FEET INDICATING
"VEGETATIVE PRESERVATION BUFFER - NO DISTURBANCE PERMITTED
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
COMMENTS. N-----------DOMINION POWER FFCP MGT FACILITY PH
SITE PLAN NUMBER-------16PR0136
ADDRESS----------------500 COXENDALE RD
LATEST PLAN DATE-------12/4/15 (SEAL DATE)
DEPT. REC'D. DATE------12/7/15
SUBMITTAL NUMBER-------TWO
REVIEW DATE------------1-11-16
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW-----------
PLAT PROCESSING--------
LANDSCAPE PLAN STATUS-- NOT YET SUBMITTED
ARCHITECTURAL ELEVATIONS-N/A
LIGHTING PLAN/CUTSHEETS---N/A
IRRIGATION/HOSEBIB PLAN---NOT YET SUBMITTED
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A COMPLE
RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE PLANNING
DEPARTMENT.
BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. BE SURE TO INDICATE WHICH SHEETS SHOW THE
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
COMMENTS.
2. ON THE OVERALL PLAN AND ALL CONSTRUCTION PAN SHEETS
INDICATE THE REQUIRED BUFFERS PER CONDITION 8. OF ZONING
CASE 10SN0114. LABEL ALL BUFFERS, REQUIRED WIDTHS AND
INCLUDE NOTE: " PRESERVATION OF VEGETATIVE BUFFER REQUIRED
NO ACCESS PERMITTED TO BUFFER AREAS.
CLARIFY THAT THE 150 FOOT BUFFER INCLUDES A 50 FOOT
VEGETATIVE BUFFER ALONG THE SOUTHERN EGDE OF THE BUFFER.
WITHIN THE 150 FOOT BUFFER IDENTIFY THE 50 AREA OF EXISTIN
VEGETATIVE BUFFER ALONG THE SOUTHERN EGDE OF THE BUFFER.
WITHIN THE 150 FOOT BUFFER IDENTIFY THE 50 AREA OF EXISTIN
VEGETATION TO REMAIN.
3. INCLUDE ZONING CASE 10SN0114 (AS WELL AS 15SN0647)UNDER
THE PROPERTY INFORMATION DATA.
**********************************************************
DOMINION POWER FFCP MGT FACILITY
REVIEW DEPARTMENT------PLANNING
REVIEWER / PHONE #-----JEFF LAMSON / 804-751-4158
SITE PLAN NUMBER-------16PR0136
ADDRESS----------------500 COXENDALE RD
LATEST PLAN DATE-------3-3-16
DEPT. REC'D. DATE------3-3-16
SUBMITTAL NUMBER-------THREE
REVIEW DATE------------4-5-16
RECOMMENDATION---------APPROVED
TABLE REVIEW-----------YES
**********************************************************
DOMINION POWER FFCP MGT FACILITY
REVIEW DEPARTMENT------PLANNING
REVIEWER / PHONE #-----JEFF LAMSON / 804-751-4158
SITE PLAN NUMBER-------16PR0136
ADDRESS----------------500 COXENDALE RD
LATEST PLAN DATE-------6-12-17
DEPT. REC'D. DATE------6-28-17
SUBMITTAL NUMBER-------FOUR
REVIEW DATE------------7-21-17
RECOMMENDATION---------APPROVED
TABLE REVIEW-----------YES
**********************************************************
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : DOM PWR FFCP MANAGE FACILITY
PLAN NO. : 16PR0136
ADDRESS :
LATEST PLAN DATE : 6/23/15
RECEIVED DATE : 8/27/15
SUBMITTAL NUMBER : 1
REVIEW DATE : 9/16/15
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : DOM PWR FFCP MANAGE FACILITY
PLAN NO. : 16PR0136
ADDRESS :
LATEST PLAN DATE : 11/24/15
RECEIVED DATE : 12/8/15
SUBMITTAL NUMBER : 2
REVIEW DATE : 12/18/15
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : DOM PWR FFCP MANAGE FACILITY
PLAN NO. : 16PR0136
ADDRESS :
LATEST PLAN DATE : 3/3/16
RECEIVED DATE : 3/9/16
SUBMITTAL NUMBER : 3
REVIEW DATE : 3/14/16
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : DOM PWR FFCP MANAGE FACILITY
CASE NUMBER : 16PR0136
LATEST PLAN DATE : 10/10/16
RECEIVED DATE : 11/3/16
SUBMITTAL NUMBER : 4
REVIEW DATE : 11/18/16
STATUS : APPROVED
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : DOM PWR FFCP MANAGE FACILITY
CASE NUMBER : 16PR0136
LATEST PLAN DATE : 6/12/17
RECEIVED DATE : 7/3/17
SUBMITTAL NUMBER : 5
REVIEW DATE : 7/18/17
STATUS : APPROVED
==========================================================
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: DOMINION POWER FFCP MANAGE FACILITY
SITE PLAN NUMBER: 16PR0136
ADDRESS: 1603 REYMET ROAD
LATEST PLAN DATE: 6/23/15
DEPT. REC'D. DATE: 8/27/15
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 8/27/15
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE SITE PLAN IS APPROVED AS SUBMITTED.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: DOMINION POWER FFCP MANAGE FACILITY
SITE PLAN NUMBER: 16PR0136
ADDRESS: 1603 REYMET ROAD
LATEST PLAN DATE: 12/4/15
DEPT. REC'D. DATE: 12/9/15
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 12/9/15
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE SITE PLAN IS APPROVED AS SUBMITTED.
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: DOMINION POWER FFCP MANAGE FACILITY
SITE PLAN NUMBER: 16PR0136
ADDRESS: 1603 REYMET ROAD
LATEST PLAN DATE: 3/4/16
DEPT. REC'D. DATE: 3/14/16
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 3/15/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE SITE PLAN IS APPROVED AS SUBMITTED.
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: DOMINION POWER FFCP MANAGE FACILITY
SITE PLAN NUMBER: 16PR0136
ADDRESS: 1603 REYMET ROAD
LATEST PLAN DATE: 10/10/16
DEPT. REC'D. DATE: 11/2/16
SUBMITTAL NUMBER: 4TH REVIEW
REVIEW DATE: 11/14/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE SITE PLAN IS APPROVED AS SUBMITTED.
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: DOMINION POWER FFCP MANAGE FACILITY
SITE PLAN NUMBER: 16PR0136
ADDRESS: 1603 REYMET ROAD
LATEST PLAN DATE: 6/12/17
DEPT. REC'D. DATE: 6/30/17
SUBMITTAL NUMBER: 5TH REVIEW
REVIEW DATE: 6/30/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE SITE PLAN IS APPROVED AS SUBMITTED.
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : DOMINION POWER FFCP MANAGEMENT FACILIT
ADDRESS : 500 COXENDALE RD
SITE PLAN NO. : 16PR0136
LATEST PLAN DATE : 6/23/15 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 8/27/15
SUBMITTAL NUMBER : 1
REVIEW DATE : 9/22/15
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : N/A
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL
FEATURES INCLUDING BUT NOT LIMITED TO WETLANDS,
SURFACE WATERS (E.G. VSMP PERMIT FOR CONSTRUCTION
SITES, GROUND WATER AND AIR QUALITY) FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. AN EROSION AND SEDIMENT CONTROL PROGRAM
ADMINISTRATION FEE MUST BE SUBMITTED PRIOR TO ANY
ADDITIONAL REVIEW BY THIS DEPARTMENT. (CL-GENERAL 1)
04. A BENCHMARK MUST BE SHOWN WITH REFERENCE TO
MEAN SEA LEVEL. (CL-GENERAL 11)
05. UNLESS FUTURE EXTENSION IS SHOWN, AN ENDWALL IS
REQUIRED ON THE OUTLET END. (CL) THIS APPLIES TO
STRUCTURE C-2.
06. A VDOT STANDARD ENDWALL IS REQUIRED ON ALL
MULTI-LINE STRUCTURES, STRUCTURES WITH DIAMETERS
30" AND LARGER, AND WHEN THE STRUCTURE IS PROPOSED
ON A SLOPE OF 15% OR GREATER. (CL-G&D 7) THIS APPLIES
TO STRUCTURE C-1.
07. THE LIMITS OF THE 100-YEAR FLOOD PLAIN MUST BE SHOWN.
(CL-G&D 8)
08. PROVIDE TYPICAL CROSS-SECTION DETAILS FOR EACH
PERIMETER DITCH ON THE CONSTRUCTION PLANS.
09. PROVIDE WORST CASE CALCULATIONS FOR EACH PERIMETER
DITCH. ENSURE THE CALCULATIONS, THE CROSS-SECTION
DETAILS, AND THE TABLE/DESCRIPTIONS IN THE NARRATIVE
MATCH FOR EACH PERIMETER DITCH.
10. PROVIDE PIPE CLASS AND SLOPE ON THE CULVERT SCHEDULE.
MOVE THE CULVERT SCHEDULE TABLE TO THE GRADING PLAN
SHEET(S).
11. THE FOLLOWING COMMENTS APPLY TO THE PHASE 1 DRAINAGE
AREA MAP IN THE STORMWATER CALCULATIONS BOOK:
A. C-1 DA (ALONG THE NORTH SIDE OF THE LANDFILL) SHOULD B
LABELED "C-8 DA".
B. C-6 DA SHOULD BE LABELED AS A 2.64-ACRE DRAINAGE AREA.
12. HYDRAULIC GRADE LINE CALCULATIONS ARE REQUIRED TO
SUPPORT THE DESIGN OF ALL PROPOSED STORM SEWERS.
(CL-G&D 12) THIS APPLIES TO STRUCTURE C-1, WHICH HAS A
DROP INLET STRUCTURE THAT DOES NOT APPEAR TO BE
CONSIDERED IN THE CULVERT DESIGN WORKSHEET.
13. CORRECT THE RUNOFF TABLE AND ROUTING CALCULATIONS FOR
THE PHASE 1 MODEL. STRUCTURE C-1 SHOULD BE RECEIVING
15.94 ACRES OF RUNOFF. THE SEDIMENT BASIN DA SHOULD
THEN BE REVISED TO 43.54 ACRES.
14. PROVIDE THE FULL RUNOFF CALCULATIONS FOR EACH DRAINAGE
AREA.
15. PROVIDE FULL ROUTING CALCULATIONS FOR THE STORMWATER
MODEL.
16. PROVIDE FLOOD PROTECTION CALCULATIONS TO MEET ITEM C
UNDER VIRGINIA REGULATION 9VAC25-870-66 FOR WATER
QUANTITY.
17. THE CULVERT SCHEDULE SHOWS THE INVERT IN ELEVATION FOR
CULVERT C-8 AT 42.0, BUT THE CALCULATIONS USE
ELEVATION 40.5.
18. STEPS STD. ST-1 MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER 4 FEET IN
HEIGHT. (CL-G&D 20)
19. THE FINISHED FLOOR ELEVATION OF ALL STRUCTURES MUST BE
SHOWN. (CL-G&D 26) LABEL THE ELEVATIONS IN PLAN VIEW,
ON SHEET 7.
20. CULVERT C-6 DOES NOT APPEAR TO HAVE ANY COVER, BASED
ON THE INVERT ELEVATIONS AND THE SIZE OF THE PIPE.
ALTHOUGH IT IS A TEMPORARY PIPE, THIS OFFICE SUGGESTS
THAT EITHER 2 FEET OF COVER BE PROVIDED OR A MINIMUM
CLASS IV RCP IS SPECIFIED, DUE TO THE HEAVY TRAFFIC
LOADS THAT IT MUST HANDLE.
21. PROVIDE THE CHESTERFIELD COUNTY STORMWATER COMPLIANCE
AND OUTFALL TABLES (FOUND ON THE COUNTY'S ENVIRONMENTA
ENGINEERING WEBPAGE, UNDER "DOCUMENTS AND FORMS") ON
THE CONSTRUCTION PLANS.
22. IF TIMBERING IS REQUIRED ON THE PROJECT, IT SHOULD BE
INCORPORATED INTO THE EROSION CONTROL PLAN / NARRATIVE
AND SHOULD NOT BEGIN UNTIL AFTER THE ISSUANCE OF A
LAND DISTURBANCE PERMIT AND THE INSTALLATION OF THE
APPROVED EROSION CONTROL DEVICES. (CL-EC 2)
23. A NOTE MUST BE ADDED TO THE SEQUENCE OF CONSTRUCTION
STATING THAT THE VSMP CONSTRUCTION ACTIVITY OPERATOR
AND THE ENVIRONMENTAL INSPECTOR (OR AUTHORIZED
REPRESENTATIVE) MUST ATTEND THE PRE-CONSTRUCTION
MEETING.
24. SAFETY FENCE (STD. & SPEC 3.01) IS REQUIRED AROUND ALL
SEDIMENT TRAPS AND SEDIMENT BASINS. (CL-EC 15)
25. THE FOLLOWING NOTES MUST BE ADDED TO THE PLANS:
A. "ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF
THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND
VIRGINIA REGULATION 9 VAC 25-840-40." (CL-EC 18)
B. "THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING
RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL
DEVICES SHALL BE MADE IMMEDIATELY. (CL-EC 22)
C. "ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED." (CL-EC 23)
D. "THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF
ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO
PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE
ENVIRONMENTAL ENGINEERING DEPARTMENT". (CL-EC 24)
26. THE MOST RECENT VERSION OF EROSION CONTROL MINIMUM
STANDARD # 1, (SEE THE VIRGINIA EROSION AND SEDIMENT
CONTROL LAW AND REGULATIONS FOR FY 2013) MUST BE ADDED
TO THE PLANS AND ALL OTHER NOTES WHICH ARE IN CONFLICT
MUST BE ADJUSTED OR REMOVED. (CL-EC 25)
27. NOTES A THRU E OF MINIMUM STANDARD 16 MUST BE PROVIDED
ON THE PLANS. (CL-EC 36)
28. A DETAIL MUST BE SHOWN WHICH PROVIDES FOR PLACEMENT OF
EXCAVATED TRENCH MATERIAL ON THE UPHILL SIDE OF THE
TRENCH WHILE SILT FENCE AND STOCKPILED MATERIALS ARE
PLACED ON THE DOWNSTREAM SIDE. (CL-EC 37)
29. ANY SOIL STOCKPILE AREA MUST BE LOCATED ON THE PLANS.
SILT FENCE MUST BE PROVIDED AROUND THE PERIMETER.
(CL-EC 39)
30. ALL SILT MUST BE CLEANED FROM THE SEDIMENT BASIN PRIOR
TO CONVERSION TO THE SWM/BMP. A NOTE MUST BE PROVIDED
IN THE EROSION CONTROL NARRATIVE. (CL-EC 41)
31. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
A. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER/BMP
DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE
OF A BUILDING PERMIT FOR THIS PROJECT. (CL-EC 42B)
B. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
SURETY FOR THE CONSTRUCTION OF THE PERMANENT BMP MUST
BE POSTED WITH ENVIRONMENTAL ENGINEERING. (COUNTY CODE
PART II, CHAPTER 8, SEC. 8-16)
C. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
D. AT THE TIME OF THE PRE-CONSTRUCTION MEETING, TWO
STANDARD SIGNS MUST BE INSTALLED ON EACH SIDE OF THE
CONSTRUCTION ACCESS. THESE SIGNS SHOULD STATE EITHER
"CONSTRUCTION ENTRANCE AHEAD" OR "TRUCKS ENTERING
HIGHWAY". (CL-EC 42E)
E. THE RISER AND BARREL PIPE ASSOCIATED WITH THE SEDIMENT
BASIN MUST BE ON-SITE PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT. (CL-EC 42F)
F. THE LIMITS OF THE RPA MUST BE FLAGGED IN THE FIELD
(SURVEY LOCATED) WITH OPTIC ORANGE SAFETY FENCE PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT. (CL-EC 42G)
32. REVISE THE RRM POST-DEVELOPMENT SITE MAP TO INCLUDE TH
LIMITS OF THE RPA.
33. THE EROSION CONTROL AND CBPA COMPLIANCE SHEET(S) MUST
SPECIFY THE PLACEMENT OF PLASTIC OPTIC ORANGE SAFETY
FENCE (STD. & SPEC. 3.01 OF THE VESCH) ALONG THE RPA
LIMITS. THE LIMITS OF THE RPA AND PLACEMENT OF THE
SAFETY FENCE SHALL BE SURVEY LOCATED. (CL-CBPA 9)
34. A STANDARD ES-1 ENDSECTION OR ENDWALL IS REQUIRED FOR
ALL PIPES 30 INCHES OR GREATER IN DIAMETER ENTERING AN
EXITING THE SWM/BMP FACILITY. (CL-CBPA 13)
35. THE ENTIRE BASIN MUST BE ENCLOSED WITHIN AN SWM/BMP
EASEMENT WHICH EXTENDS 8 FT. BEYOND THE 100-YEAR WSE.
OR DOWNSTREAM TOE OF DAM, WHICHEVER APPLIES.
(CL-CBPA 14)
36. A MINIMUM 20' WIDE ACCESS EASEMENT MUST BE PROVIDED
FROM THE SWM/BMP EASEMENT TO A PUBLIC RIGHT-0F-WAY FOR
FUTURE MAINTENANCE. (CL-CBPA 15)
37. METES AND BOUNDS MUST BE PROVIDED ON THE PLAN SHEET FO
SWM/BMP EASEMENTS AND ACCESS EASEMENTS. (CL-CBPA 16)
38. A MINIMUM 12 FOOT WIDE RAMP MUST BE PROVIDED FROM THE
ACCESS GATE TO THE BOTTOM OF THE SWM/BMP FACILITY. TH
SLOPE CANNOT EXCEED 6:1. (CL-CBPA 17)
39. A PROFILE VIEW MUST BE PROVIDED FOR THE SWM/BMP
FACILITY WHICH SHOWS ALL THE DETAIL CONSTRUCTION
INFORMATION WHICH WILL BE NECESSARY FOR ITS FUTURE
CERTIFICATION. (CL-CBPA 21)
40. PROVIDE A DIMENSIONED DETAIL OF THE CONCRETE FOUNDATIO
FOR THE BASIN RISER STRUCTURE. A MINIMUM 18" THICKNES
IS REQUIRED FOR RISERS IN THE VESCH.
41. VERIFY THAT THE CONCRETE SLAB FOR THE CONTACT
STORMWATER BASIN RISER IS ADEQUATE. ADDITIONAL
DIMENSIONS ON THE DETAIL MAY BE HELPFUL.
42. THE REQUIRED STORAGE VOLUMES FOR WATER QUANTITY MUST B
SHOWN ON THE PROFILE VIEW OF THE BASIN. (CL-CBPA 22)
43. THE 2, 10, AND 100 YEAR WATER SURFACE ELEVATIONS MUST
BE SHOWN FOR ALL SWM/BMP FACILITIES ON THE PLAN AND
PROFILE VIEWS. (CL-CBPA 24)
44. PERFORATIONS IN THE RISER MUST BE PRECAST, NOT FIELD
MADE. PLEASE ADD A NOTE TO THE RISER DETAIL.
(CL-CBPA 26)
45. A MINIMUM OF 1 FOOT OF FREEBOARD IS REQUIRED BETWEEN
THE TOP OF THE EMBANKMENT AND THE STAGED 100-YEAR
WATER SURFACE ELEVATION. (CL-CBPA 27)
46. THE EMERGENCY SPILLWAY MUST BE PAVED IF IT IS USED TO
CONVEY ANY PORTION OF THE 10-YEAR STORM. IF THE
EMERGENCY SPILLWAY IS IN "FILL", THEN IT MUST BE PAVED
TO CONVEY THE 100 YEAR STORM. (CL-CBPA 28)
47. THE EMBANKMENT MUST HAVE AN IMPERMEABLE CLAY CORE KEYE
INTO THE NATURAL GROUND. PLEASE SHOW A DETAIL.
(CL-CBPA 32)
48. A GATE VALVE (MINIMUM 12" DIAMETER) MUST BE PROVIDED
TO FACILITATE DRAINING THE BMP FOR MAINTENANCE.
(CL-CBPA 33)
49. REVISE THE OUTLET PROTECTION DETAIL TO SHOW CLASS I
RIP-RAP KEYED INTO THE GROUND AT LEAST 2 FEET AND
PLACED OVER FILTER CLOTH. DIMENSIONS MUST BE SHOWN ON
THE PLAN VIEW. (CL-CBPA 35)
50. PROVISIONS MUST BE MADE IN THE EROSION CONTROL
NARRATIVE FOR CONVERSION OF THE SEDIMENT BASIN INTO A
SWM/BMP FACILITY AFTER THE UPSTREAM AREAS ARE FULLY
STABILIZED. ALL EXISTING SILT MUST BE REMOVED FROM TH
BASIN. (CL-CBPA 39)
51. PROVISIONS MUST BE MADE IN THE EROSION CONTROL
NARRATIVE FOR THE BMP FACILITY TO BE OBSERVED
BY A PROFESSIONAL ENGINEER DURING CONSTRUCTION. "AS
BUILT" INFORMATION WILL BE REQUIRED FOR FUTURE
CERTIFICATION OF THE FACILITY. (CL-CBPA 42)
52. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ONE
ADDITIONAL SET OF PLANS TO THE ENVIRONMENTAL
ENGINEERING DEPARTMENT AND OBTAIN AN "APPROVED FOR
CONSTRUCTION" STAMP ON TWO ADDITIONAL SETS FOR THE
OWNER TO KEEP ON-SITE.
53. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
54. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
55. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
SURETY FOR THE CONSTRUCTION OF THE PERMANENT BMP MUST
BE POSTED WITH ENVIRONMENTAL ENGINEERING. (COUNTY CODE
PART II, CHAPTER 8, SEC. 8-16)
56. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
57. THE RISER AND BARREL PIPE ASSOCIATED WITH THE SEDIMENT
BASIN MUST BE ON-SITE PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT.
58. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A COPY
OF THE AUTOCAD FILE MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE AUTOCAD
FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD VERSIO
2009 OR EARLIER AND REFERENCED DIRECTLY TO THE VIRGINI
STATE PLANE COORDINATE SYSTEM, SOUTH ZONE IN THE NAD83
DATUM. THE AUTOCAD FILE MAY BE SUBMITTED ON A CD, DVD
OR VIA EMAIL AND MUST BE CLEARLY LABELED WITH THE SITE
PLAN NAME, SITE PLAN NUMBER, ENGINEERING FIRM AND CAD
FILE PREPARER'S NAME AND PHONE NUMBER. THE FILE MUST
CONTAIN THE FOLLOWING, EACH CLEARLY LABELED IN SEPARAT
LAYERS:
A. PROPOSED BUILDING FOOTPRINT;
B. PARKING LOTS AND DRIVEWAYS;
C. ROADS;
D. SIDEWALKS;
E. ALL JURISDICTIONAL WETLAND AREAS AND/OR WATERS OF THE
U.S./STATE; AND
F. FLOODPLAINS.
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
59. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND SUBSTANTIAL OR FULL SITE PLAN APPROVAL IS REQUIRED
PRIOR TO ITS ISSUANCE. A LAND DISTURBANCE PERMIT IS
A PREREQUISITE TO A BUILDING PERMIT.
60. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDS
EXPERT STATING:
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, OR
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
C. A COPY OF THE VIRGINIA STORMWATER MANAGEMENT PERMIT
(VSMP) REGISTRATION STATEMENT AND COVERAGE LETTER
D. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
E. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : DOMINION POWER FFCP MANAGEMENT FACILIT
ADDRESS : 500 COXENDALE RD
SITE PLAN NO. : 16PR0136
LATEST PLAN DATE : 12/4/15 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 12/8/15
SUBMITTAL NUMBER : 2
REVIEW DATE : 2/3/16
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : NO
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL
FEATURES INCLUDING BUT NOT LIMITED TO WETLANDS,
SURFACE WATERS (E.G. VSMP PERMIT FOR CONSTRUCTION
SITES, GROUND WATER AND AIR QUALITY) FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. A VDOT STANDARD ENDWALL IS REQUIRED ON ALL
MULTI-LINE STRUCTURES, STRUCTURES WITH DIAMETERS
30" AND LARGER, AND WHEN THE STRUCTURE IS PROPOSED
ON A SLOPE OF 15% OR GREATER. (CL-G&D 7) THIS APPLIES
TO STRUCTURES C-2 AND C-4.
04. TO ENSURE CORRECT CONTRACTOR TAKEOFF AND PROPER
CONSTRUCTION:
A. LABEL ALL ENDWALLS IN PLAN VIEW ON DRAWINGS 11 - 14 FO
STRUCTURES C-1, C-2, C-3, AND C-4.
B. LABEL ALL ENDWALLS ON THE CULVERT SCHEDULE ON ALL
APPLICABLE SHEETS FOR C-1, C-2, C-3, AND C-4.
05. PROVIDE THE DITCH CALCULATIONS TO SUPPORT THE DATA
SHOWN IN THE PERIMETER CHANNEL TABLES IN SECTION
5.2 - CHANNEL ADEQUACY OF THE CALCULATIONS BOOKLET
FOR EACH PHASE OF DEVELOPMENT.
06. PROVIDE HGL CALCULATIONS TO SUPPORT THE DATA SHOWN
IN THE CALCULATIONS BOOK IN TABLE IN SECTION 5.3 -
STORM SEWER NETWORKS FOR EACH PHASE OF DEVELOPMENT.
07. DITCH CROSS-SECTIONS FOR EACH TYPICAL DITCH MUST BE
SHOWN ON THE DETAILS SHEET. PROVIDE A DIMENSIONED
DETAILED CROSS-SECTION FOR THE PERIMETER CHANNEL,
THE SEDIMENT BASIN CHANNEL, AND THE SEDIMENT BASIN
OUTFALL CHANNEL. ENSURE THE DETAIL CALLS FOR
EC-3 LINING ON THE MANMADE DITCHES.
08. THE INTERPRETATION OF THE ENERGY BALANCE METHODOLOGY
PRESENTED IN THE CALCULATION BOOK DOES NOT MEET THE
INTENT OF THE STORMWATER REGULATIONS.
POST-DEVELOPED DISCHARGE CANNOT EXCEED PRE-DEVELOPED
DISCHARGE BASED ON THE PRE-DEVELOPED OUTFALL DRAINAGE
AREA. IF ENERGY BALANCE IS USED TO MEET THE CHANNEL
PROTECTION REQUIREMENTS, THE SIZE OF THE SEDIMENT
BASIN/PERMANENT BASIN MUST BE SIGNIFICANTLY INCREASED.
ALTERNATELY, CHANNEL PROTECTION CAN BE MET VIA
9VAC25-870-66 B.1 (FOR MANMADE STORMWATER CONVEYANCE
SYSTEMS): THE OUTFALL FROM THE SEDIMENT BASIN/
PERMANENT BASIN CAN BE EXTENDED TO THE FLOODPLAIN
WITH AN ENERGY DISSIPATOR AT THE CHANNEL OUTFALL.
A QUICK LOOK ON THE COUNTY GIS AT THE DRAINAGE AREA TO
THE OUTFALL LOCATION APPEARS TO SHOW GREATER THAN
11,000 ACRES TO THAT POINT, WHICH ALLOWS FOR THE
LIMITS OF ANALYSIS TO BE MET (9VAC22-870-66 4.A).
09. THE FOLLOWING COMMENTS PERTAIN TO THE PERIMETER ROAD
PROFILE ON DRAWING 10:
A. C1 CULVERTS ARE SHOWN WITH AN INVERT AT ELEVATION
29.76 ON THE PROFILE, WHILE THE CULVERT SCHEDULE AND
CALCULATIONS SHOW THE CULVERTS WITH INVERTS AT 26.5
(UP) AND 26.0 (DOWN).
B. C-3 IS SHOWN NEAR STATION 24+00 ON THE PROFILE, BUT
IS SHOWN NEAR STATION 23+00 ON THE PLAN VIEW DRAWINGS.
C. C-4 SHOWS ONLY 1 CULVERT AT WHAT APPEARS TO BE THE
INCORRECT INVERT ELEVATION ON THE PROFILE (2-24"
CULVERTS ARE SHOWN IN THE PLAN VIEWS, LISTED ON THE
CULVERT SCHEDULE, AND IN THE CALCULATIONS).
10. STEPS STD. ST-1 MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER 4 FEET IN
HEIGHT. (CL-G&D 20) CLARIFY WHERE THE STEPS ARE
SPECIFIED ON EACH APPLICABLE PLAN SHEET. PROVIDE A
STRUCTURE SCHEDULE FOR THE BORROW AREA STORMWATER
SYSTEM AND LIST THE ST-1 REQUIREMENT.
11. SHOW RPA PROTECTIVE FENCING ALONG THE EASTERN LIMITS
OF DISTURBANCE FOR THE SEDIMENT BASIN.
12. THE ENTIRE BASIN MUST BE ENCLOSED WITHIN AN SWM/BMP
EASEMENT WHICH EXTENDS 8 FT. BEYOND THE 100-YEAR WSE.
OR DOWNSTREAM TOE OF DAM, WHICHEVER APPLIES.
(CL-CBPA 14) THIS EASEMENT MUST BE SHOWN ON THE
CONSTRUCTION PLANS.
13. A MINIMUM 20' WIDE ACCESS EASEMENT MUST BE PROVIDED
FROM THE SWM/BMP EASEMENT TO A PUBLIC RIGHT-0F-WAY FOR
FUTURE MAINTENANCE. (CL-CBPA 15) THIS EASEMENT MUST
BE SHOWN ON THE CONSTRUCTION PLANS.
14. METES AND BOUNDS MUST BE PROVIDED ON THE PLAN SHEET FO
SWM/BMP EASEMENTS AND ACCESS EASEMENTS. (CL-CBPA 16)
15. THE BAFFLE HEIGHT IS ONLY REQUIRED TO BE 6" ABOVE THE
NORMAL WATER SURFACE ELEVATION.
16. THIS PROJECT IS MEETING THE VSMP PART IIB TECHNICAL
CRITERIA FOR STORMWATER, AND THEREFORE WORKSHEET A
WATER QUALITY CALCULATIONS ARE NOT REQUIRED.
WORKSHEET A IS ONLY APPLICABLE TO PROJECTS MEETING PAR
IIC TECHNICAL CRITERIA.
CORRECT THE STORMWATER COMPLIANCE TABLE ON DRAWING 34
ACCORDINGLY.
17. PROVIDE A NOTE IN THE PLANS STATING: "DUE TO THE
EXTENDED DURATION BETWEEN THE USE OF THE RISER AS A
SEDIMENT BASIN STRUCTURE AND CONVERSION TO THE
PERMANENT STORMWATER BMP (20+ YEARS), PERFORATIONS IN
THE RISER WILL BE ADDED DURING CLOSURE CONSTRUCTION."
18. PROVIDE A NOTE IN THE PLANS THAT A GATE VALVE (MINIMUM
12" DIAMETER) MUST BE PROVIDED TO FACILITATE DRAINING
THE BMP FOR MAINTENANCE. (CL-CBPA 33)
19. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ONE
ADDITIONAL SET OF PLANS TO THE ENVIRONMENTAL
ENGINEERING DEPARTMENT AND OBTAIN AN "APPROVED FOR
CONSTRUCTION" STAMP ON TWO ADDITIONAL SETS FOR THE
OWNER TO KEEP ON-SITE.
20. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
21. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
22. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
SURETY FOR THE CONSTRUCTION OF THE PERMANENT BMP MUST
BE POSTED WITH ENVIRONMENTAL ENGINEERING. (COUNTY CODE
PART II, CHAPTER 8, SEC. 8-16)
23. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
24. THE RISER AND BARREL PIPE ASSOCIATED WITH THE SEDIMENT
BASIN MUST BE ON-SITE PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT.
25. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A COPY
OF THE AUTOCAD FILE MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE AUTOCAD
FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD VERSIO
2009 OR EARLIER AND REFERENCED DIRECTLY TO THE VIRGINI
STATE PLANE COORDINATE SYSTEM, SOUTH ZONE IN THE NAD83
DATUM. THE AUTOCAD FILE MAY BE SUBMITTED ON A CD, DVD
OR VIA EMAIL AND MUST BE CLEARLY LABELED WITH THE SITE
PLAN NAME, SITE PLAN NUMBER, ENGINEERING FIRM AND CAD
FILE PREPARER'S NAME AND PHONE NUMBER. THE FILE MUST
CONTAIN THE FOLLOWING, EACH CLEARLY LABELED IN SEPARAT
LAYERS:
A. PROPOSED BUILDING FOOTPRINT;
B. PARKING LOTS AND DRIVEWAYS;
C. ROADS;
D. SIDEWALKS;
E. ALL JURISDICTIONAL WETLAND AREAS AND/OR WATERS OF THE
U.S./STATE; AND
F. FLOODPLAINS.
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
26. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND SUBSTANTIAL OR FULL SITE PLAN APPROVAL IS REQUIRED
PRIOR TO ITS ISSUANCE. A LAND DISTURBANCE PERMIT IS
A PREREQUISITE TO A BUILDING PERMIT.
27. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDS
EXPERT STATING:
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, OR
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
C. A COPY OF THE VIRGINIA STORMWATER MANAGEMENT PERMIT
(VSMP) REGISTRATION STATEMENT AND COVERAGE LETTER
D. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
E. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : DOMINION POWER FFCP MANAGEMENT FACILIT
ADDRESS : 500 COXENDALE RD
SITE PLAN NO. : 16PR0136
LATEST PLAN DATE : 03/04/2016(ENGINEER'S STAMP)
DEPT. REC'D DATE : 03/09/2016(ENGINEER'S STAMP)
SUBMITTAL NUMBER : 3
REVIEW DATE : 03/25/2016
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : NO
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL
FEATURES INCLUDING BUT NOT LIMITED TO WETLANDS,
SURFACE WATERS (E.G. VSMP PERMIT FOR CONSTRUCTION
SITES, GROUND WATER AND AIR QUALITY) FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. DITCH CALCULATIONS HAVE NOT BEEN PROVIDED.
PROVIDE THE DITCH CALCULATIONS TO SUPPORT THE DATA
SHOWN IN THE PERIMETER CHANNEL TABLES IN SECTION
5.2 - CHANNEL ADEQUACY OF THE CALCULATIONS BOOKLET
FOR EACH PHASE OF DEVELOPMENT. THESE MAY BE
SUBMITTED VIA EMAIL.
04. THE CHANNEL LABELED "SEDIMENT BASIN CHANNEL" ON
THE CHANNEL TABLE (SECTION 5.2 OF THE CALCULATIONS
NARRATIVE FOR EACH PHASE) INDICATE THAT 2:1 SIDE
SLOPES WITH A 4' DEPTH WERE USED IN THE DITCH
CALCULATIONS. HOWEVER, DETAIL 1 ON DRAWING 11
SHOWS A SECTION WITH 3:1 SIDE SLOPES AND A DEPTH
OF 2 FEET.
05. SIMILARLY, THE SECOND PARAGRAPH UNDER SECTION 5.2
OF THE CALCULATIONS NARRATIVE DESCRIBES THE
NATURAL OUTFALL CHANNEL FROM THE SEDIMENT BASIN.
THE PLANS HAVE BEEN REVISED TO SHOW AN EXTENDED
MANMADE TRAPEZOIDAL OUTFALL WITH 3:1 SIDE SLOPES,
A BOTTOM WIDTH OF 10 FEET AND A DEPTH OF 2 FEET.
REVISE THE NARRATIVES FOR EACH PHASE ACCORDINGLY.
06. PROVIDE SUPPORTING INFORMATION REGARDING THE HGL
CALCULATIONS WHICH SHOW THE JUNCTION LOSSES.
THIS MAY ALSO BE PROVIDED ELECTRONICALLY.
07. EXTEND THE SEDIMENT BASIN OUTFALL TO A FLATTER
PORTION OF THE RECEIVING CHANNEL. TO HELP
ENCOURAGE SHEET FLOW, SPECIFY A LEVEL SPREADER AT
THE END OF THE OUTFALL CHANNEL, WHICH SHOULD NOT
IMPACT ANY WETLANDS.
08. PROVIDE A WATER QUALITY COMPLIANCE MAP WHICH SHOWS:
A. THE LIMITS OF THE SITE AREA
B. LAND COVER TYPES AND LIMITS OF EACH AREA
C. SOIL TYPES
09. PROVIDE THE RUNOFF REDUCTION SPREADSHEET (THIS WAS
NOT INCLUDED IN FINAL CONDITION SECTION OF THE
CALCULATIONS BOOK).
10. REVISE SECTION 6.0 AND THE SUBSECTIONS IN THE FINAL
CONDITION NARRATIVE IN THE CALCULATIONS BOOK TO
REFLECT REQUIREMENTS OF PART IIB TECHNICAL CRITERIA.
11. CLARIFY IF THE MODELING OUTPUT REFLECTS THE FINAL
CONDITION (WITH THE PERMANENT RISER IN PLACE), AS
IT APPEARS THAT THE STAGE-STORAGE-DISCHARGE IS THE
SAME AS THOSE OF THE SEDIMENT BASIN.
12. ON DRAWING 33, REMOVE THE LABELS FOR "2XWQV" ELEVATION
FROM THE PLAN AND PROFILE VIEWS.
13. ENSURE THE SWM/BMP EASEMENT ENCOMPASSES THE GRADING
FOR THE BASIN OUTFALL.
*THE FOLLOWING COMMENTS ARE STANDARD AND WILL REMAIN AS
REMINDERS:
14. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ONE
ADDITIONAL SET OF PLANS TO THE ENVIRONMENTAL
ENGINEERING DEPARTMENT AND OBTAIN AN "APPROVED FOR
CONSTRUCTION" STAMP ON TWO ADDITIONAL SETS FOR THE
OWNER TO KEEP ON-SITE.
15 ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
16. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
17. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
SURETY FOR THE CONSTRUCTION OF THE PERMANENT BMP MUST
BE POSTED WITH ENVIRONMENTAL ENGINEERING. (COUNTY CODE
PART II, CHAPTER 8, SEC. 8-16)
18. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
19. THE RISER AND BARREL PIPE ASSOCIATED WITH THE SEDIMENT
BASIN MUST BE ON-SITE PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT.
20. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A COPY
OF THE AUTOCAD FILE MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE AUTOCAD
FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD VERSIO
2009 OR EARLIER AND REFERENCED DIRECTLY TO THE VIRGINI
STATE PLANE COORDINATE SYSTEM, SOUTH ZONE IN THE NAD83
DATUM. THE AUTOCAD FILE MAY BE SUBMITTED ON A CD, DVD
OR VIA EMAIL AND MUST BE CLEARLY LABELED WITH THE SITE
PLAN NAME, SITE PLAN NUMBER, ENGINEERING FIRM AND CAD
FILE PREPARER'S NAME AND PHONE NUMBER. THE FILE MUST
CONTAIN THE FOLLOWING, EACH CLEARLY LABELED IN SEPARAT
LAYERS:
A. PROPOSED BUILDING FOOTPRINT;
B. PARKING LOTS AND DRIVEWAYS;
C. ROADS;
D. SIDEWALKS;
E. ALL JURISDICTIONAL WETLAND AREAS AND/OR WATERS OF THE
U.S./STATE; AND
F. FLOODPLAINS.
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
21. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND SUBSTANTIAL OR FULL SITE PLAN APPROVAL IS REQUIRED
PRIOR TO ITS ISSUANCE. A LAND DISTURBANCE PERMIT IS
A PREREQUISITE TO A BUILDING PERMIT.
22. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDS
EXPERT STATING:
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, OR
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
C. A COPY OF THE VIRGINIA STORMWATER MANAGEMENT PERMIT
(VSMP) REGISTRATION STATEMENT AND COVERAGE LETTER
D. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
E. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : DOMINION POWER FFCP MANAGEMENT FACILIT
ADDRESS : 500 COXENDALE RD
SITE PLAN NO. : 16PR0136
LATEST PLAN DATE : 04/01/2016
DEPT. REC'D DATE : 04/13/2016
SUBMITTAL NUMBER : 4
REVIEW DATE : 04/13/2016
RECOMMENDATION : APPROVED
TABLE REVISION : N/A
PLAT PROCESSING : YES
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL
FEATURES INCLUDING BUT NOT LIMITED TO WETLANDS,
SURFACE WATERS (E.G. VSMP PERMIT FOR CONSTRUCTION
SITES, GROUND WATER AND AIR QUALITY) FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
*THE FOLLOWING COMMENTS ARE STANDARD AND WILL REMAIN AS
REMINDERS:
03. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER/
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
04. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
05. THE RISER AND BARREL PIPE ASSOCIATED WITH THE SEDIMENT
BASIN MUST BE ON-SITE PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT.
06. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND SUBSTANTIAL OR FULL SITE PLAN APPROVAL IS REQUIRED
PRIOR TO ITS ISSUANCE. A LAND DISTURBANCE PERMIT IS
A PREREQUISITE TO A BUILDING PERMIT.
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : DOMINION POWER FFCP MANAGEMENT FACILIT
ADDRESS : 500 COXENDALE RD
SITE PLAN NO. : 16PR0136
LATEST PLAN DATE : 10/10/2016
DEPT. REC'D DATE : 11/2/2016
SUBMITTAL NUMBER : 5
REVIEW DATE : 11/22/2016
RECOMMENDATION : APPROVED - SEE COMMENT 3
TABLE REVISION : YES
PLAT PROCESSING : N/A
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL
FEATURES INCLUDING BUT NOT LIMITED TO WETLANDS,
SURFACE WATERS (E.G. VSMP PERMIT FOR CONSTRUCTION
SITES, GROUND WATER AND AIR QUALITY) FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. FOR EASE OF MAINTENANCE, THE MAXIMUM LENGTH OF STORM
SEWER IS 300 FEET. PROVIDE ANOTHER STORM STRUCTURE
BETWEEN MH-1 AND MH-2, AS THE STORM SEWER BETWEEN THEM
IS 400 FEET.
04. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
05. A LAND DISTURBANCE PERMIT HAS ALREADY BEEN ISSUED FOR
THIS PROJECT.
==========================================================

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