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CASE NO: 17PR0144 STATUS: APPROVED - ADMIN
PROJECT NAME: PCC - MIDLOTHIAN - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 00 10/05/16 10/26/16 ******** ********
ENVIR.ENGR.-: 02 01/31/17 02/21/17 ******** 01/24/17 CBH 776-7836
FIRE DEPT.--: 02 01/31/17 02/21/17 COMPLETE 02/02/17 AWB 717-6167
MAPPING/GIS-: 02 01/31/17 02/21/17 COMPLETE 02/20/17 AMJ 768-7549
PLANNING----: 02 01/31/17 02/21/17 COMPLETE 02/15/17 WST 768-7566
TRANSPORT.--: 02 01/31/17 02/21/17 COMPLETE 02/09/17 SJA 751-4461
UTIL.PLAN.--: 02 01/31/17 02/21/17 ******** ********
UTILITIES---: 02 01/31/17 02/21/17 AMENDED* 02/21/17 A B 768-7450
UTIL.R.O.W.-: 02 01/31/17 02/21/17 ******** ********
VDOT--------: 02 01/31/17 02/21/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANDREW BARNES / 804-768-7450
NAME OF PLAN : PCC - MIDLOTHIAN
ADDRESS : 14331 MIDLOTHIAN TURNPIKE / MIDLOTHIAN
SUBMISSION DATE : 10/05/16
PLAN DATED : 10/04/16
REVIEW DATE : 10/13/16
SITE PLAN NO. : 17PR0144
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. UTILITIES PROJECT NUMBER 16-0264 SHALL BE PLACED ON
THE LOWER RIGHT HAND CORNER OF EACH SHEET.
2. PLEASE PUT UTILITIES CONTACT ANDREW BARNES, 804-768-
7450, BARNESAND@CHESTERFIELD.GOV ON THE COVER SHEET.
3. PLEASE ADD MANHOLE INSERTS TO THE MATERIAL QUANTITY
LIST ON THE COVER.
4. THE COORDINATE SYSTEM AND SURVEY INFORMATION COULD NOT
BE LOCATED ON THE PLAN.
5. PLEASE MODIFY THE TYPICAL HYDRANT DETAIL, FIR-4, ON
SHEET C10.2 TO INDICATED A MINIMUM VALUE OF 3'-0" CLEARANC
FROM THE BACK OF CURB. THIS IS A NEW RECENTLY REVISED
SPECIFICATION THAT IS NOT IN THE CURRENT STANDARDS. PLEAS
VERIFY PROPOSED HYDRANTS MEET THIS CLEARANCE AND ADJUST AS
NECESSARY.
6. ELIMINATE THE VERTICAL BLOCKING DETAILS ON SHEET C10.2
VERTICAL BENDS MUST BE RETRAINED MECHANICAL JOINTS.
7. PLEASE IDENTIFY EXISTING WELLS, SEPTIC TANKS, AND/OR
DRAINFIELDS. WELLS THAT ARE TO BE ABANDONED SHALL INCLUDE
THE FOLLOWING NOTE: "TO BE ABANDONED PER VDH REQUIREMENTS"
8. INCLUDE EXISTING RIGHT-OF-WAY LABELS AND INFORMATION
(WIDTH, ROUTE, NAME) ON SHEET C4.1.
9. NOTE 4, DES-2, ON SHEET C10.2 SHOULD SPECIFY A MINIMUM
ELEVATION OF 349 FOR THE INSTALLATION OF PRV'S.
10. BENCHMARKS APPEAR TO BE LOCATED ON THE PLAN SHEETS,
HOWEVER THEY ARE NOT LABELED OR REFERRED TO A TABLE.
11. EXTEND THE 12" WATERLINE STUB BEYOND THE SANITARY ROA
CROSSING TO FACILITATE FUTURE CONNECTIONS/EXTENSIONS.
12. PLEASE INDICATE THE REFERENCE LINES FOR THE REFERENCE
DISTANCES - I.E. WL-ROW, WL-EP, ETC.
13. SHIFT WATERLINE "A" FROM STA. 5+30 - 6+20 TO EITHER G
UNDER THE PROPOSED RIPRAP OR ONSITE BEHIND THE HEADWALL.
THE WATERLINE IS CURRENTLY SHOWN DIRECTLY UNDER THE
HEADWALL. IF THE PROPOSED WATERLINE IS NOT FURTHER THAN 8
FROM THE ROW, AN ONSITE EASEMENT WILL BE REQUIRED TO
PROVIDE MAINTENANCE ACCESS ON PROPERTY-SIDE OF THE LINE.
14. THE COVER INDICATES THAT LANDSCAPING WILL BE PROVIDED
PLEASE PROVIDE A LANDSCAPE PLAN SHOWING SUFFICIENT
HORIZONTAL CLEARANCE BETWEEN LANDSCAPING AND PUBLIC UTILIT
EASEMENTS. IF SITE LIGHTING WILL BE PROVIDED, PLEASE
INCLUDE THAT AS WELL.
15. PLEASE PROVIDE JOINT RESTRAINT CALCULATIONS WITH THE
NEXT SUBMISSION. CALCULATIONS SHOULD USE A TEST PRESSURE
OF 150 PSI AND A SAFETY FACTOR OF 1.5.
16. WE RECOMMEND PROVIDING A 3" SERVICE FROM THE MAIN TO
THE 2" WATER METER TO ACCOMMODATE ANY FUTURE UPSIZING.
17. 12" WATER MAIN IS REQUIRED TO BE CONSTRUCTED OF CL51
DUCTILE IRON PIPE. REVISE WATERLINE "A" IN PLAN AND
PROFILE FROM PVC TO DIP.
18. PROVIDE A PRIVATE RPZ BACKFLOW PREVENTER FOR THE
DOMESTIC SERVICE. THE BFP WILL NEED TO BE LOCATED BEYOND
THE PUBLIC EASEMENT.
19. PROVIDE AN INLINE VALVE BETWEEN THE DDC AND THE
HYDRANT TEE, SO AS TO ISOLATE THE DDC.
20. WE RECOMMEND PROVIDING A CLEANOUT OR MANHOLE AT THE
JUNCTION OF THE EXISTING FACILITY'S SANITARY LATERAL AND
THE PRIVATE SEWER FOR THE PROPOSED FACILITY.
21. DUE TO THE PROPOSED ONSITE CAFE, MH#1 SHOULD BE
DESIGNATED AS A MONITORING MANHOLE. PLEASE ADD STANDARD
DETAIL MAN-17 TO THE PLANS.
22. VDOT DOES NOT ACCEPT PRIVATE UTILITIES WITHIN THE ROW
SANITARY RUN #1 - E10 WILL NEED TO BE PUBLIC. PLEASE
REVISE LABELS TO INDICATE THE MAINTENANCE RESPONSIBILITY.
PLEASE PROVIDE A 16' EASEMENT UP TO THE BACK OF STRUCTURE
#1 AND CLEARLY DENOTE THE END OF COUNTY MAINTENANCE BEYOND
THE MANHOLE.
23. STORM STRUCTURE 32 IS NOT SHOWN IN THE PROFILE FOR WL
"A". CALL OUT RESTRAINED JOINTS AND INDICATE THE LENGTH O
RESTRAINT.
24. ON THE PROFILE SHEETS, A VERTICAL OF 1" = 50' IS
INDICATED. THIS SHOULD BE 1" = 5'.
25. AS A RESULT OF ANY CHANGES TO THE PROPOSED UTILITIES,
PLEASE UPDATE THE MATERIAL QUANTITIES ON THE COVER SHEET
ACCORDINGLY.
26. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT PRIOR TO THE START OF CONSTRUCTION.
PRIOR TO THE PREPARATION OF THE UTILITIES CONTRACT,
UTILITIES MUST BE IN RECEIPT OF THE "ACCEPTED" BID PROPOSA
BETWEEN THE DEVELOPER AND THE COUNTY APPROVED UTILITIES
CONTRACTOR AS WELL AS THE PROJECT'S INFORMATIONAL SHEET
FOUND ON THE "DEVELOPER'S CHECKLIST". PLEASE SEND THOSE TW
ITEMS TO THE ATTENTION OF ANDREW BARNES
(BARNESAND@CHESTERFIELD.GOV). THE BID PROPOSAL MUST BE
BASED ON THE APPROVED SITE PLAN. BE ADVISED THAT IF THE
SITE PLAN IS REVISED AND REAPPROVED SUBSEQUENT TO THE
PREPARATION OR RECORDATION OF THE UTILITIES CONTRACT, THE
BID PROPOSAL SHALL BE REVISED ACCORDINGLY AND A REVISED
UTILITIES CONTRACT MAY BE NECESSARY.
27. AFTER FINAL SITE PLAN APPROVAL, SUBMIT THREE SETS OF
THE APPROVED PLANS DIRECTLY TO THE UTILITIES DEPARTMENT FO
OUR USE DURING CONSTRUCTION INSPECTION. THIS IS IN
ADDITION TO THE ONE APPROVED SET FROM PLANNING (4 TOTAL
SETS). ONE ADDITIONAL ROLLED SET WILL BE REQUESTED AFTER
THE PROJECT IS RELEASED TO CONSTRUCTION TO BE USED FOR AS-
BUILTS.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANDREW BARNES / 804-768-7450
NAME OF PLAN : PCC - MIDLOTHIAN
ADDRESS : 14331 MIDLOTHIAN TURNPIKE / MIDLOTHIAN
SUBMISSION DATE : 12/05/16
PLAN DATED : 12/02/16
REVIEW DATE : 12/29/16
SITE PLAN NO. : 17PR0144
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
1. 49' OF 8" DIP DISPLAYED WITH PROFILE "B" NEEDS TO BE
ADDED TO THE MATERIAL QUANTITY LIST.
2. ADD A KOR-N-SEAL NOTE IN PLAN AND PROFILE FOR SANITARY
STRUCTURE EX. E10.
3. FROM THE UTILITIES DEPARTMENT'S PERSPECTIVE, MH#4 DOES
NOT NEED TO BE A MONITORING MANHOLE SINCE MH#1 HAS BEEN
DESIGNATED AS THE MONITORING MANHOLE.
4. IF 1.5' OF VERTICAL CLEARANCE CANNOT BE MAINTAINED
BETWEEN WATER AND OTHER UTILITIES (WL "B", STA. 2+10), CAL
OUT COMPACTED STONE AND CENTER A SECTION OF CL52 DUCTILE
IRON PIPE AT THE POINT OF CROSSING.
5. WHERE PRIVATE STORM STRUCTURES (#9 & #19) CANNOT BE
LOCATED OUTSIDE OF THE WATER EASEMENT, A LICENSE AGREEMENT
WILL BE REQUIRED. PLEASE CONTACT JOAN COURSON WITH THE
RIGHT-OF-WAY SECTION AT 748-1362 TO BEGIN THIS PROCESS. IN
ADDITION, PLEASE BE ADVISED THAT THIS AGREEMENT WILL NEED
TO BE FINALIZED PRIOR TO UTILITIES PLAN APPROVAL.
6. THE MINIMUM SIZE FOR SANITARY SEWER PIPE BETWEEN
MANHOLES IS 8". PLEASE REVISE THE PIPE BETWEEN MH#1 AND
EX. E10.
7. IDENTIFY THE EXISTING COUNTY PROJECT NUMBER FOR EX. E1
IN PROFILE VIEW.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANDREW BARNES / 804-768-7450
NAME OF PLAN : PCC - MIDLOTHIAN
ADDRESS : 14331 MIDLOTHIAN TURNPIKE / MIDLOTHIAN
SUBMISSION DATE : 01/31/17
PLAN DATED : 01/27/17
REVIEW DATE : 02/20/17
SITE PLAN NO. : 17PR0144
COMMENTS : 3RD REVIEW - APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
THE PLANS FOR POWHATAN COMMUNITY CHURCH WITH THE LATEST
REVISION DATE OF JANUARY 27, 2017 ARE APPROVED. THIS
REVIEW IS EFFECTIVE UNTIL JANUARY 27, 2022. ONCE ALL OTHE
DEPARTMENTS HAVE APPROVED THE PLANS, PLEASE SUBMIT 4 COPIE
DIRECTLY TO THE UTILITIES DEPARTMENT FOR USE DURING
CONSTRUCTION.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: PCC-MIDLOTHIAN
SITE PLAN NUMBER: 17PR0144
LATEST PLAN DATE: 10/04/16
DEPT. REC'D. DATE: 10/07/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 10/21/16
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: YES - R/W DEDICATION?
1. PRIOR TO FINAL SITE PLAN APPROVAL, PROVIDE RIGHT-OF-WAY
DEDICATIONS ALONG OLD OTTERDALE ROAD (35' FROM CENTERLINE)
AND MIDLOTHIAN TURNPIKE (100' FROM CENTERLINE) IN
ACCORDANCE WITH THE COUNTY'S THOROUGHFARE PLAN. SINCE
PROPERTY IN ON BOTH SIDES OF OLD OTTERDALE, R/W DEDICATON
WILL BE REQUIRED 35' FROM CENTERLINE ON SOUTH SIDE.
2. PROVIDE AN 8' SHOULDER ALONG THE ENTIRE PROPERTY
FRONTAGE, UNLESS WETLAND IMPACTS WOULD PRECLUDE THIS
IMPROVEMENT.
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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: PCC-MIDLOTHIAN
SITE PLAN NUMBER: 17PR0144
LATEST PLAN DATE: 12/02/16
DEPT. REC'D. DATE: 12/05/16
SUBMITTAL NUMBER: TWO
REVIEW DATE: 12/12/16
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: YES - R/W DEDICATION?
PRIOR TO FINAL SITE PLAN APPROVAL, PROVIDE RIGHT-OF-WAY
DEDICATIONS ALONG OLD OTTERDALE ROAD (35' FROM CENTERLINE)
IN ACCORDANCE WITH THE COUNTY'S THOROUGHFARE PLAN. SINCE
PROPERTY IN ON BOTH SIDES OF OLD OTTERDALE, R/W DEDICATON
WILL BE REQUIRED 35' FROM CENTERLINE ON SOUTH SIDE.
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REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: PCC-MIDLOTHIAN
SITE PLAN NUMBER: 17PR0144
LATEST PLAN DATE: 01/27/17
DEPT. REC'D. DATE: 02/03/17
SUBMITTAL NUMBER: THREE
REVIEW DATE: 02/09/17
RECOMMENDATION: SUBSTANTIAL APPROVAL
PLAT PROCESSING: YES - R/W DEDICATION OLD OTTERDALE RD
.
PRIOR TO FINAL SITE PLAN APPROVAL, PROVIDE RIGHT-OF-WAY
DEDICATIONS ALONG OLD OTTERDALE ROAD (35' FROM CENTERLINE)
IN ACCORDANCE WITH THE COUNTY'S THOROUGHFARE PLAN. SINCE
PROPERTY IN ON BOTH SIDES OF OLD OTTERDALE, R/W DEDICATON
WILL BE REQUIRED 35' FROM CENTERLINE ON SOUTH SIDE.
==========================================================
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REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #--STEVE TUGWELL / (804)768-7566
EMAIL---------------TUGWELLS@CHESTERFIELD.GOV
NAME OF PLAN--------POWHATAN COMMUNITY CHURCH
SITE PLAN NUMBER----17PR0144
ADDRESS-------------14331 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE----10/4/2016
DEPT. REC'D. DATE---10/4/2016
SUBMITTAL NUMBER----1
REVIEW DATE---------10/24/2016
RECOMMENDATION----- NOT APPROVED
TABLE REVIEW--------NO
LANDSCAPE PLAN STATUS--NOT SUBMITTED
ARCHITECTURAL ELEVATIONS-1ST SUBMITTAL
LIGHTING PLAN/CUTSHEETS---NOT SUBMITTED
IRRIGATION/HOSEBIB PLAN---NOT SUBMITTED
REVIEW COMMENTS:
PUT A REVISION DATE ON THE RESUBMITTED PLANS.
RESUBMIT 10 FULL SETS & 1 COPY OF THE SITE PLAN
SHEET TO THE PLANNING DEPARTMENT FOR YOUR NEXT
REVIEW. PROVIDE A RESPONSE TO COMMENTS, USING THE
SPACE BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE
ADDRESSED EACH REVIEW COMMENT. NOTE ON WHAT SHEET
EACH REQUESTED CHANGE IS PROVIDED. PROVIDE A
TRANSMITTAL LETTER TO DESCRIBE ANY CHANGES TO THE
PLANS NOT CAUSED BY STAFF REVIEW COMMENTS.
1. PROVIDE THE PROJECT SITE PLAN CASE NUMBER
17PR0144) IN THE LOWER RIGHT-HAND CORNER OF
EACH SHEET.
2. SHOW ON THE PLANS THE ADJACENT PROPERTY TO THE
EAST CORRECT GPIN # (723-708-3773).
3. IDENTIFY THE DEVELOPMENT AREA OF THE COUNTY
WHERE THE SITE IS LOCATED: EMERGING GROWTH
DESIGN DISTRICT.
4. PER SEC. 19.1-342.B.1., A 25-FOOT PARKING
SETBACK (PERIMETER LANDSCAPING C) IS REQUIRED,
WHERE A NOTE STATES THAT LANDSCAPE B IS
PROPOSED.
5. PROVIDE A LANDSCAPING PLAN PER SEC. 19.1-246 OF
THE ZONING ORDINANCE.
6. PER SEC. 19.1-27.E., LANDSCAPE PLANS SHALL BE
CERTIFIED BY A STATE OF VRGINIA REGISTERED
LANDSCAPE ARCHITECT, NURSERYMAN, OR LANDSCAPE
DESIGNER.
7. PER SEC. 19.1-249.B., ALL LANDSCAPED AREAS SHALL
BE PROVIDED WITH A READILY AVAILABLE WATER
SUPPLY.
8. LANDSCAPING SURETY REQUIREMENTS AND MAINTENANCE SHALL B
FORMED IN ACCORDACNE WITH SEC. 19.1-248.A & B. OF THE Z
9. AS A SUGGESTION, CONSIDER RETAINING ONE OR BOTH
OF THE EXISTING LARGE PECANS TREES SHOWN ON
ORNAMENTAL DESIGN. THESE REQUIREMENTS ARE IN
ADDITION TO, AND SHALL NOT INTERFERE WITH,
OTHER REQUIREMENTS FOR BASIN DESIGN, ACCESS OR
MAINTENANCE. ANT AGRICULTURAL ZONED PROPERTY TO
V THE WEST, AND LIST THE COMPREHENSIVE PLAN
DESIGNATION: MIDLOTHIAN AREA COMMUNITY PLAN.
11. EIGHT (8) HANDICAP PARKING SPACES ARE SHOWN
WHERE THE VIRGINIA CONSTRUCTION CODE REQUIRES
NINE (9), IF THERE ARE BETWEEN 301-400 TOTAL
SPACES.
12. PER SEC. 19.1-211. ANY STORMWATER MANAGEMENT
PRATICES BASIN VISIBLE TO THE PUBLIC OR
LOCATED IN AN EMPLOYMENT CENTER DISTRICT SHALL
BE LANDSCAPED OR OTHERWISE IMPROVED SO THST
THE FACILITIES ARE VISUALLY ENHANCED.
IMPROVEMENTS SHALL INCLUDE LANDSCAPING OF
SLOPED EDGES ABOVE FULL WATER ELEVATION. IN
ADDITION, FOUNTAINS (WET PONDS), CURVILINEAR
POND FORMS, VARIED CONTOURING OF LAND FORMS
(DRY PONDS), OR OTHER ENHANCEMENT METHODS MAY
BE REQUIRED AT THE TIME OF PLAN REVIEW. WHERE
FENCING IS PROVIDED, IT SHALL BE OF AN
ORNAMENTAL DESIGN. THESE REQUIREMENTS ARE IN
ADDITION TO, AND SHALL NOT INTERFERE WITH,
OTHER REQUIREMENTS FOR BASIN DESIGN, ACCESS OR
MAINTENANCE.
13. SHOW ON THE LANDSCAPE PLAN OR ADDITIONALLY ON A
SEPARATE LIGHTING PLAN THE LOCATION OF ALL
EXTERIOR SITE LIGHTING MOUNTED ON POLES, THE
BUILDING, OR ON THE GROUND AND HAVE THEM KEYED
TO CUT SHEETS FOR EACH LIGHT FIXTURE SHOWN ON
THE PLAN. PROVIDE CUTSHEETS SHOWING THE
SPECIFICATIONS FOR ALL PROPOSED SITE LIGHTING.
14. SEC. 19.1-205, IF SITE LIGHTING IS PROPOSED,
ALL LIGHT FIXTURES SHALL BE OF A DIRECTIONAL
TYPE THAT SHIELDS THE LIGHT SOURCE FROM DIRECT
VIEW FROM ANY ADJOINING PUBLIC RIGHT-OF-WAY.
15. PROVIDE 2 COPIES OF RENDERINGS/ELEVATIONS OF
THE BUILDINGS WITH ALL BUILDING MATERIALS AND
COLORS IDENTIFIED, LOCATIONS OF JUNCTION AND
ACCESS BOXES SHOWN, AND HOW ALL MECHANICAL
EQUIPMENT IS SCREENED WHETHER IT IS MOUNTED ON
THE ROOF OR ON THE GROUND.
16. SHOW ANY EXISTING AND/OR PROPOSED GAS, POWER,
AND TELEPHONE LINES AND EASEMENTS (IF KNOWN).
17. PER SEC. 19.1-317.D., MECHANICAL EQUIPMENT,
WHETHER ROOF-TOP OR GROUND LEVEL, SHALL BE
SHIELDED AND SCREENED FROM PUBLIC VIEW AND
DESIGNED TO BE PERCEIVED AS AN INTEGRAL PART
OF THE BUILDING EXCEPT AS ALLOWED IN I-2 AND
I-3 DISTRICTS. SHOW ALL UNITS IN RELIEF BEHIND
PARAPETS AND/OR WALLS USED FOR SCREENING TO
SHOW THAT UNITS ARE FULLY SCREENED.
********************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #--STEVE TUGWELL / (804)768-7566
EMAIL---------------TUGWELLS@CHESTERFIELD.GOV
NAME OF PLAN--------POWHATAN COMMUNITY CHURCH
SITE PLAN NUMBER----17PR0144
ADDRESS-------------14331 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE----12/2/2016
DEPT. REC'D. DATE---12/5/2016
SUBMITTAL NUMBER----2
REVIEW DATE---------12/29/2016
RECOMMENDATION----- NOT APPROVED
TABLE REVIEW--------NO
LANDSCAPE PLAN STATUS - 2ND SUBMITTAL
ARCHITECTURAL ELEVATIONS -1ST SUBMITTAL
LIGHTING PLAN/CUTSHEETS---NOT COMPLETE
IRRIGATION/HOSEBIB PLAN---NOT SUBMITTED
REVIEW COMMENTS:
PUT A REVISION DATE ON THE RESUBMITTED PLANS.
RESUBMIT 10 FULL SETS & 1 COPY OF THE SITE PLAN
SHEET TO THE PLANNING DEPARTMENT FOR YOUR NEXT
REVIEW. PROVIDE A RESPONSE TO COMMENTS, USING THE
SPACE BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE
ADDRESSED EACH REVIEW COMMENT. NOTE ON WHAT SHEET
EACH REQUESTED CHANGE IS PROVIDED. PROVIDE A
TRANSMITTAL LETTER TO DESCRIBE ANY CHANGES TO THE
PLANS NOT CAUSED BY STAFF REVIEW COMMENTS.
1. IF GRADING WILL NOT OCCUR ADJACENT TO FUTURE
PARKING AREA, THEN SHOW THAT EXISTING TREES
WILL REMAIN IN LIEU OF NOT SHOWING LANDSCAPE
C ALONG OLD OTTERDALE ROAD, AND LANDSCAPE B
ALONG THE EASTERN PROPERTY LINE.
SETBACKS ARE NOT REQUIRED ADJACENT TO THE RAILROAD.
AERIAL PHOTOGRAPHY IDENTIFIES THERE IS A
HEDGEROW ALONG OLD OTTERDALE ROAD. SUGGEST
THAT GRADING CAN BE MODIFIED IN THIS AREA TO
SAVE NEW TREES AS DEPICTED IN LANDSCAPE
OPTION C, IF EXISTING TREES AND HEDGES ARE
RETAINED. ALSO IDENTIFY LOCATION OF THE
HEDGEROW.
4. IDENTIFY ALL PROPOSED LANDSCAPING PLAN
DETAILS, SIZE, CALIPER, AND SPECIES.
5. PROVIDE TREE PROTECTION FENCING.
THE ALUMINUM PICKET FENCE IDENTIFIED AROUND
THE PROPOSED BMP MAY BE MODIFIED TO A VINYL
CHAIN-LINK FENCE.
7. PER SEC. 19.1-249.B., LANDSCAPED AREAS SHALL
BE PROVIDED WITH A READILY AVAILABLE WATER
SUPPLY.
8. PLEASE IDENTIFY WHAT "TV" DENOTES AS SHOWN ON
THE LANDSCAPE PLAN.
9. LANDSCAPING SURETY REQUIREMENTS AND
MAINTENANCE SHALL BE PERFORMED IN ACCORDANCE
WITH SEC. 19.1-248.A & B. OF THE ZONING
ORDINANCE.
********************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #--STEVE TUGWELL / (804)768-7566
EMAIL---------------TUGWELLS@CHESTERFIELD.GOV
NAME OF PLAN--------POWHATAN COMMUNITY CHURCH
SITE PLAN NUMBER----17PR0144
ADDRESS-------------14331 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE----1/27/2017
DEPT. REC'D. DATE---1/31/2017
SUBMITTAL NUMBER----3
REVIEW DATE---------2/15/2017
RECOMMENDATION----- NOT APPROVED
TABLE REVIEW--------YES
LANDSCAPE PLAN STATUS - 2ND SUBMITTAL
ARCHITECTURAL ELEVATIONS -1ST SUBMITTAL
LIGHTING PLAN/CUTSHEETS---3RD SUBMITTAL
IRRIGATION/HOSEBIB PLAN---SUBMITTED
REVIEW COMMENTS:
PUT A REVISION DATE ON THE RESUBMITTED PLANS.
RESUBMIT 10 FULL SETS & 1 COPY OF THE SITE PLAN
SHEET TO THE PLANNING DEPARTMENT FOR YOUR NEXT
REVIEW. PROVIDE A RESPONSE TO COMMENTS, USING THE
SPACE BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE
ADDRESSED EACH REVIEW COMMENT. NOTE ON WHAT SHEET
EACH REQUESTED CHANGE IS PROVIDED. PROVIDE A
TRANSMITTAL LETTER TO DESCRIBE ANY CHANGES TO THE
PLANS NOT CAUSED BY STAFF REVIEW COMMENTS.
1. SHEET L01 OF THE LANDSCAPE PLAN SHOWS "70 IB"
WHERE 91 ARE COUNTED, AND "11 CO" WHERE 14
ARE COUNTED.
2. SOLID WASTE STORAGE AREAS (EXCLUDING GARBAGE
CAN AND RECYCLING CONTAINER AREAS SERVING
SINGLE- OR TWO-FAMILY DWELLINGS) LOCATED
WITHIN 1,000 FEET OF PROPERTY ZONED A, R, R-
TH, MH OR R-MF SHALL NOT BE SERVICED BETWEEN
THE HOURS OF 9 PM AND 6 AM. A SIGN, NOT TO
EXCEED 6 SQUARE FEET IN AREA, DESIGNATING THE
HOURS DURING WHICH SOLID WASTE STORAGE AREAS
MAY BE SERVICED SHALL BE PROMINENTLY POSTED.
PER SEC. 19.1-206.B., PROVIDE A DETAIL OF THE
SIGN TO BE INSTALLED ON THE TRASH ENCLOSURE
GATES.
3. MAINTENANCE GUARANTEE: PRIOR TO RECEIVING AN
OCCUPANCY PERMIT, THE APPLICANT SHALL PROVIDE
A LETTER OF GUARANTEE (COUNTY FORMAT) TO
INSURE REPLACEMENT OF UNHEALTHY, DYING, DEAD
OR POLLARDED LANDSCAPING WITHIN THE FIRST
YEAR OF INSTALLATION, PER SEC. 19.1-248.B.
4. LANDSCAPING SURETY REQUIREMENTS AND
MAINTENANCE SHALL BE PERFORMED IN ACCORDANCE
WITH SEC. 19.1-248.A & B. OF THE ZONING
ORDINANCE.
5. WHERE SIGN PERMITS ARE REQUIRED, THEY ARE
SEPARATE FROM SITE PLAN APPROVAL.
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REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : PCC - MIDLOTHIAN
CASE NUMBER : 17PR0144
LATEST PLAN DATE : 10/4/16
RECEIVED DATE : 10/7/16
SUBMITTAL NUMBER : 1
REVIEW DATE : 10/24/16
ADDRESS : 50 OLD OTTERDALE RD
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. LOCATION OF STREET ADDRESS SIGN IS NOT SHOWN. THE
ADDRESS CAN BE PART OF YOUR MONUMENT SIGN. THIS DOES
NOT COUNT AS PART OF THE SQUARE FOOTAGE OF THE SIGN.
IF YOU ARE USING THE MONUMENT SIGN FOR THE ADDRESS, A
DETAIL OF THE MONUMENT SIGN NEEDS TO BE ON THE SITE
PLAN.
2. SPECIFY THE MATERIAL THAT THE ADDRESS SIGN IS TO BE
MADE OF. THE MATERIAL USED MUST BE MORE DURABLE THAN
WOOD.
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REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : PCC - MIDLOTHIAN
CASE NUMBER : 17PR0144
LATEST PLAN DATE : 12/2/16
RECEIVED DATE : 12/9/16
SUBMITTAL NUMBER : 2
REVIEW DATE : 12/21/16
ADDRESS : 50 OLD OTTERDALE RD
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. A DETAIL OF THE MONUMENT SIGN NEEDS TO BE ON THE
SITE PLAN.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : PCC - MIDLOTHIAN
CASE NUMBER : 17PR0144
LATEST PLAN DATE : 1/27/17
RECEIVED DATE : 2/3/17
SUBMITTAL NUMBER : 3
REVIEW DATE : 2/20/17
ADDRESS : 50 OLD OTTERDALE RD
STATUS : APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. THE ADDRESS FOR THE PARCEL HAS CHANGED TO 50 OLD
OTTERDALE RD. THIS ADDRESS IS VALID FOR BOTH THE
EXISTING HOUSE TO REMAIN AND THE NEW CHURCH TO BE
BUILT. PLEASE PUT IT ON THE SITE PLAN AS THE SITE
ADDRESS.
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: PCC - MIDLOTHIAN
SITE PLAN NUMBER: 17PR0144
ADDRESS: 14331 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE: 10/4/16
DEPT. REC'D. DATE: 10/6/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 10/10/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. A NOTE ADDRESSING THE REQUIREMENTS BELOW SHALL BE
ADDED TO THE GENERAL NOTES ON THE SITE PLAN.
"DURING THE CONSTRUCTION OF ANY STRUCTURE OR BUILDING,
PERMANENT FIRE HYDRANTS SHALL BE INSTALLED, PRIOR TO THE
USE OF COMBUSTIBLE MATERIALS IN CONSTRUCTION BEING USED
ON ANY FLOOR ABOVE THE FIRST FLOOR OR GROUND FLOOR
LEVEL HYDRANTS SHALL BE FUNCTIONAL FOR FIRE FIGHTING
PURPOSES AND MAINTAINED ACCESSIBLE TO FIRE FIGHTING
APPARATUS AT ALL TIMES. AN APPROVED ALL-WEATHER ROAD
SURFACE SHALL BE PROVIDED FOR ACCESS TO THE FIRE HYDRANTS
DURING CONSTRUCTION." SEE CHESTERFIELD COUNTY CODE
SECTION 106.9
2. THE FOLLOWING SHALL BE ADDED TO THE GENERAL NOTES ON
PLANS FOR BUILDINGS EQUIPPED WITH AN AUTOMATIC FIRE
SPRINKLER SYSTEM AND/OR STANDPIPE SYSTEM: "APPROVAL OF
SITE PLAN DOES NOT INCLUDE THE DESIGN OF THE FIRE
SPRINKLER SYSTEM UNDERGROUND PIPING FROM BACKFLOW
PREVENTION DEVICE TO ONE FOOT ABOVE FINISH FLOOR LEVEL.
PRIOR TO INSTALLATION, SHOP DRAWINGS AND A SEPARATE
PERMIT APPLICATION AND SHALL BE SUBMITTED THROUGH THE
DEPARTMENT OF BUILDING INSPECTIONS FOR REVIEW AND
APPROVAL."
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: PCC - MIDLOTHIAN
SITE PLAN NUMBER: 17PR0144
ADDRESS: 14331 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE: 12/2/16
DEPT. REC'D. DATE: 12/8/16
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 12/12/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: PCC - MIDLOTHIAN
SITE PLAN NUMBER: 17PR0144
ADDRESS: 14331 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE: 1/27/17
DEPT. REC'D. DATE: 2/2/17
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 2/2/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : PCC - MIDLOTHIAN
ADDRESS : 14331 MIDLOTHIAN TPKE
SITE PLAN NO. : 17PR0144
LATEST PLAN DATE : 10/04/2016 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 10/06/2016
SUBMITTAL NUMBER : 1
REVIEW DATE : 11/01/2016
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. PROVIDE THE FOLLOWING INFORMATION ON THE COVER SHEET:
A. TOTAL ON-SITE IMPERVIOUS COVER IN SQUARE FEET FOR
EACH PHASE (NOT INCLUDING VDOT RIGHT-OF-WAY OR GRAVEL
IMPERVIOUS COVER).
04. PROVIDE THE FULL PHYSICAL ADDRESS OF THE OWNER ON THE
COVER SHEET (TO INCLUDE CITY, STATE, AND ZIP CODE).
ENSURE THE ADDRESS IS LEGIBLE, THERE IS OVERLAP OF
TEXT.
05. PROVIDE OFF-SITE TOPOGRAPHIC CONTOURS TO VERIFY
DRAINAGE PATTERNS ADJACENT TO THE PARCEL. IT APPEARS
THAT A DITCH MAY EXIST BETWEEN THE PROJECT AND THE
RAILROAD.
06. IF PHASING IS DESIRED, PHASE LINES MUST BE SHOWN AND
A PHASED EROSION CONTROL PLAN AND NARRATIVE MUST BE
PROVIDED. (CL-G&D 31)
07. CONSIDER SPECIFIYING BITUMINOUS CURBING (STD. MC-3A)
ALONG THE EDGE OF PAVEMENT SEPARATING THE DIFFERENT
PHASES OF THE PROJECT. (CL-G&D 32)
08. THE PROPOSED FILL OVER THE BASIN OUTFALL PIPE CREATES
A BERM WITHIN THE WETLANDS THAT WILL CHANGE HOW THE
WETLANDS FUNCTION HYDRAULICALLY.
09. PROVIDE A GRADED FOREBAY BERM, IN LIEU OF A GABION
BERM.
10. PROVIDE RUNOFF CALCULATIONS FOR DITCHES 1 AND 2.
11. PROVIDE SIDE SLOPE DIMENSIONS ON THE DITCH CROSS-
SECTIONS (SHEET C06).
12. THE DRAINAGE AREA LABELS FOR DA 7 AND DA 25 (SHEET C06
ARE PARTIALLY OBSTRUCTED.
13. THIS SITE DISCHARGES INTO AN EXISTING SYSTEM WITHIN
THE LITTLE TOMAHAWK SUBDIVSION. THE 100-YEAR POST-
DEVELOPED DISCHARGE CANNOT EXCEED THE 100-YEAR
PRE-DEVELOPED DISCHARGE TO THE SUBDIVISION.
14. A DAM FAILURE ANALYSIS MUST BE PROVIDED FOR THE
PROPOSED WET POND.
===================== EROSION CONTROL ===================
15. 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)
16. SPECIFY AN ENTRANCE CULVERT UNDER THE CONSTRUCTION
ENTRANCE IN THE EC PHASE 1 PLAN.
17. THE DIMENSIONS NECESSARY TO ACHIEVE THE REQUIRED
STORAGE VOLUMES IN ACCORDANCE WITH STD. & SPEC. 3.13
MUST BE SHOWN.
18. PLEASE SPECIFY IF THE LENGTH AND WIDTH DIMENSIONS FOR
THE SEDIMENT TRAP(S) REFER TO THE BOTTOM OR TOP OF
THE EXCAVATED AREA. (CL-EC 13)
19. A MAJORITY OF THIS PROJECT IS WITHIN THE UPPER SWIFT
CREEK WATERSHED, THEREFORE SUPER SILT FENCE MUST BE
SPECIFIED AROUND THE PERIMETER OF THE DISTURBED AREA
DRAINING TO THE USC.
20. A MINIMUM 10' BREAK MUST BE PROVIDED IN THE LOW AREA O
THE SILT FENCE . THE BREAK MUST BE BACKFILLED WITH
STONE TO WITHIN 1' OF THE TOP OF THE SILT FENCE TO
SERVE AS AN OVERFLOW. A DETAIL MUST BE SHOWN.
(CL-EC 16)
21. 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)
22. REVISE THE EROSION & SEDIMENT CONTROL NARRATIVE (SHEET
C07.2) TO DESCRIBE THE CURRENT PROJECT.
23. THE OFF-SITE UTILITY LINE(S) MUST BE SHOWN ON THE
EROSION CONTROL PLAN SHEETS WITH SILT FENCE ON THE
DOWNSTREAM SIDE. (CL-EC 38) SHOW/SPECIFY SILT FENCE
AROUND THE JACKING/RECEIVING PITS ON EITHER SIDE OF
OLD OTTERDALE ROAD FOR THE SANITARY SEWER LINE
CONNECTION.
24. BLANKET AND MATTING MUST BE SPECIFIED ON ALL EXPOSED
SLOPES 3:1 OR GREATER THAT ARE 5 FEET OR GREATER IN
HEIGHT.
25. CLARIFY IF STORM PIPE 12 AND STRUCTURE 13 WILL BE
INSTALLED WITH ALL THE STORM SEWER, OR IF THEY WILL
BE INSTALLED WITH THE PARKING LOT EXPANSION (PHASE 2).
26. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
A. BMP CERTIFICATION DOCUMENTATION MUST INCLUDE THE
FOLLOWING:
I. AS-BUILT SURVEY OF THE FACILITY
II. CERTIFICATION FORM PROVIDING AS-BUILT
ELEVATIONS/DIMENSIONS OF BMP ELEMENTS (INCLUDING,
BUT NOT LIMITED TO: UNDERDRAINS, GRAVEL LAYER,
MEDIA LAYER, MULCH, OUTFALL STRUCTURE, GRAVEL
DIAPHRAGM, UNDERGROUND DETENTION STRUCTURES, ETC.)
III. CERTIFICATION FORM PROVIDING AS-BUILT VOLUMES FOR
STORMWATER QUALITY AND QUANTITY (1-, 2-, 10-, AND
100-YEAR, AS APPLICABLE)
IV. PHOTOGRAPHIC DOCUMENTATION SHALL BE PROVIDED WHICH
COVERS THE CONSTRUCTION/INSTALLATION PROCESS
V. THE CERTIFICATION DOCUMENTATION MUST BE STAMPED
AND SIGNED BY A PROFESSIONAL ENGINEER, CERTIFIED
LAND SURVEYOR, OR ARCHITECT.
B. 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)
C. 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)
D. THE LIMITS OF THE WETLANDS MUST BE FLAGGED IN THE FIEL
(SURVEY LOCATED) PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT. (CL-EC 42G)
===============CBPA/STORMWATER MANAGEMENT ================
27. THIS PROJECT DISCHARGES INTO THE UPPER SWIFT CREEK
WATERHSED, AND THEREFORE MUST MEET ALL WATER QUALITY
REQUIREMENTS ON-SITE. OFFSET NUTRIENT CREDITS CANNOT
BE PURCHASED TO MEET WATER QUALITY REDUCTION
REQUIREMENTS.
28. A RESOURCE PROTECTION AREA DETERMINATION MUST BE
SUBMITTED TO THE WATER QUALITY SECTION FOR REVIEW AND
APPROVAL PRIOR TO THE NEXT SITE PLAN SUBMITTAL.
(CL-CBPA 2)
29. PROVIDE A NATURAL VEGETATED AREA EASEMENT FOR AREAS
CLAIMED AS FORESTED/OPEN SPACE IN THE VRRM SPREADSHEET
THAT ARE NOT ENCOMPASSED BY A BMP EASEMENT, RPA OR
WITHIN A PLANNING BUFFER/TREE SAVE AREA.
30. PROVIDE THE FULL VRRM SPREADSHEET FOR THE PROJECT.
31. PROVIDE WATER BALANCE CALCULATIONS FOR THE WET POND,
PER SECTION 6.2 OF DEQ STORMWATER SPECIFICATION NO. 14
32. PROVIDE THE TREATMENT VOLUME CALCULATIONS FOR THE
WET POND.
33. PROVIDE THE FOREBAY VOLUME CALCULATION, SHOWING THAT
THE FOREBAY PROVIDES AT LEAST 15% OF THE TOTAL
TREATMENT VOLUME (INCLUSIVE).
34. PROVIDE A PLANTING PLAN FOR THE AQUATIC BENCH. ENSURE
SPECIES ARE LOCATED WITHIN THE APPROPRIATE INUNDATION
ZONES OF THE BENCH.
35. THE IMPERVIOUS COVER MUST ALSO INCLUDE THE NORMAL WATE
SURFACE ELEVATION AREA FOR THE WET POND.
36. THE ROUTING CALCULATIONS FOR THE POND USE AN 18"
DIAMETER OUTFALL PIPE, WHILE THE PLANS LABEL THE
OUTFALL AS A 15" DIAMETER PIPE.
37. THE REQUIRED LINE TYPE FOR RPA DESIGNATION MUST INCLUD
THE LETTERS "---RPA---RPA---". (CL-CBPA 7)
38. THE LIMITS OF THE RPA MUST BE SHOWN ON THE GRADING PLA
SHEETS, THE EROSION CONTROL PLAN SHEETS, AND THE
CHESAPEAKE BAY COMPLIANCE SHEET(S)/STORMWATER
COMPLIANCE SHEET(S). (CL-CBPA 8)
39. SIGNAGE MUST BE PROVIDED FOR ALL RPA AND NATURAL
VEGETATED AREAS TO REMAIN OR TO BE ESTABLISHED.
40. 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)
41. VEHICULAR SAFETY MEASURES ARE REQUIRED ALONG PARKING
SPACES AND DRIVE AISLES ADJACENT TO RETENTION AND
DETENTION FACILITIES. (CL-CBPA 10)
42. ALL POINTS OF CONCENTRATED INFLOW TO THE SWM/BMP
FACILITY MUST TIE INTO THE BASIN AT THE NORMAL WATER
SURFACE OR BELOW. IF THE OUTFALL IS SUBMERGED, A
MINIMUM OF 3 FEET IS REQUIRED BETWEEN THE INVERT OF TH
INFLOW STRUCTURE AND THE BOTTOM OF THE BASIN.
(CL-CBPA 12)
43. LABEL THE 20' WIDE SWM/BMP ACCESS EASEMENT.
44. METES AND BOUNDS MUST BE PROVIDED ON THE PLAN SHEET FO
SWM/BMP EASEMENTS AND ACCESS EASEMENTS. (CL-CBPA 16)
45. 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)
46. 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)
47. PERFORATIONS IN THE RISER MUST BE PRECAST, NOT FIELD
MADE. PLEASE ADD A NOTE TO THE RISER DETAIL.
(CL-CBPA 26)
48. 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)
49. ALL BARREL AND RISER ASSEMBLIES MUST BE "O-RING"
CONCRETE PIPE, NO SMALLER THAN 15 INCHES IN DIAMETER.
(CL-CBPA 29)
50. OUTLET PROTECTION MUST BE PROVIDED IN ACCORDANCE WITH
STD. & SPEC. 3.18 OF THE VESCH FOR ALL PIPES
DISCHARGING INTO THE SWM/BMP FACILITY. A DETAIL MUST
BE SHOWN FOR KEYING CLASS I RIP-RAP INTO THE GROUND AT
LEAST 2 FEET AND PLACING IT OVER FILTER CLOTH.
DIMENSIONS MUST BE SHOWN ON THE PLAN VIEW. (CL-CBPA 35
51. PROVISIONS MUST BE MADE IN THE EROSION CONTROL
NARRATIVE FOR THE SWM/BMP FACILITY TO BE OBSERVED
BY A PROFESSIONAL ENGINEER DURING CONSTRUCTION. "AS
BUILT" INFORMATION WILL BE REQUIRED FOR FUTURE
CERTIFICATION OF THE FACILITY. CERTIFICATION IS
REQUIRED PRIOR TO RELEASE OF THE SWM/BMP PERFORMANCE
BOND AND ANY CERTIFICATE OF OCCUPANCY. (CL-CBPA 42)
=================== UPPER SWIFT CREEK ====================
52. A BMP MAINTENANCE FEE IN THE AMOUNT OF $1,500 PER
IMPERVIOUS ACRE IS REQUIRED FOR COMMERCIAL DEVELOPMENT
PAYMENT MUST BE RECEIVED PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT. (CL-USC 1)
53. ADDITIONAL EROSION CONTROL MEASURES OTHER THAN THE
MINIMUM STANDARDS CONTAINED IN THE VIRGINIA EROSION AN
SEDIMENT CONTROL HANDBOOK WILL BE REQUIRED IF IT IS
DETERMINED THAT SUCH MEASURES ARE NECESSARY FOR
PROTECTION OF SENSITIVE ENVIRONMENTAL FEATURES AND/OR
WATER RESOURCES. (CL-USC 3)
54. ENHANCED PERIMETER PROTECTION MEASURES ARE REQUIRED.
(SUPER SILT FENCE, SEDIMENT BASINS AND TRAPS SIZED 25
PERCENT LARGER THAN MINIMUM STANDARDS, ETC.) (CL-USC 4
55. FOR SITES OVER FIVE ACRES, A MONTHLY EROSION AND
SEDIMENT CONTROL REPORT FROM THE CRLD MUST BE SUBMITTE
TO ENVIRONMENTAL ENGINEERING BY THE FIRST OF EACH
MONTH. (CL-USC 6)
56. THE DESIGN AND CONSTRUCTION OF THE SWM/BMP WHICH WILL
BE A COUNTY MAINTAINED FACILITY WILL BE SUBJECT TO
INDEPENDENTLY DOCUMENTED GEOTECHNICAL APPROVAL. THE
SERVICES WHICH MUST BE PROVIDED BY THE INDEPENDENT
GEOTECHNICAL ENGINEERING FIRM SHALL INCLUDE FULL TIME
GEOTECHNICAL INSPECTION PAID FOR BY THE DEVELOPER.
THAT FULL TIME INSPECTION SHALL INCLUDE BUT NOT BE
LIMITED TO THE FOLLOWING (CL-USC 9):
A. PARTICIPATION/INPUT INTO THE DESIGN PROCESS AS
NECESSARY TO FACILITATE THE APPROVAL PROCESS OF THE
INDEPENDENT GEOTECHNICAL CONSULTANT. (CL-USC 9A)
OBSERVATION, TESTING AND DOCUMENTATION OF:
B. SUITABLE SUBGRADES TO RECEIVE COMPACTED STRUCTURAL FIL
FOR EARTH DAM CONSTRUCTION. (CL-USC 9B)
C. THE CUT OFF TRENCH, SPILLWAY PIPE, DRAINAGE BLANKET,
RISER STRUCTURE AND CONCRETE CHUTE SPILLWAY SUBGRADES
AS APPLICABLE TO EVALUATE WHETHER SUITABLE SOIL IS
PRESENT AT BEARING GRADE TO VERIFY PROPER INSTALLATION
(CL-USC 9C)
D. FILL PLACEMENT AND FIELD DENSITY TESTING TO EVALUATE/
VERIFY PROPER COMPACTION. (CL-USC 9D)
E. REINFORCING STEEL, IF REQUIRED, TO EVALUATE ITS
CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.
(CL-USC 9E)
57. THE FACILITY CERTIFICATION PROCESS SHALL BE PERFORMED
BY AN ENGINEERING/SURVEYING PROFESSIONAL CHOSEN BY THE
COUNTY AT THE OWNERS EXPENSE. (CL-USC 10)
58. THE NAME OF THE GEOTECHNICAL PROFESSIONAL WHO WILL
PROVIDE THE GEOTECHNICAL APPROVAL OF THE SWM/BMP WILL
BE FURNISHED ON THE LAND DISTURBANCE PERMIT.(CL-USC 11
======================= CLOSING ========================
59. 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.
60. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
61. THE POLLUTION PREVENTION PLAN MUST BE PROVIDED TO THE
ENVIRONMENTAL ENGINEERING INSPECTOR PRIOR TO ISSUANCE
OF A LAND DISTURBANCE PERMIT. THE CHESTERFIELD COUNTY
POLLUTION PREVENTION PLAN SHEET MAY BE PROVIDED IN THE
CONSTRUCTION PLANS (THIS IS AVAILABLE ON THE
ENVIRONMENTAL ENGINEERING DOCUMENTS AND FORMS WEBPAGE)
62. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
63. 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)
64. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
65. THE RISER AND BARREL PIPE ASSOCIATED WITH THE SEDIMENT
BASIN MUST BE ON-SITE PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT.
66. 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.
67. 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.
68. 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 VDOT LAND USE PERMIT
C. 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
D. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $3700
E. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
F. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================
28. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:3
A. SUBSTANTIAL OR FULL SITE PLAN APPROVALTED ON A CD, DVD
B. A VDOT LAND USE PERMITBE CLEARLY LABELED WITH THE SITE
C. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDSAD
EXPERT STATING: NAME AND PHONE NUMBER. THE FILE MUST
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, ORARAT
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
D. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP) MUST
REGISTRATION STATEMENT AND FEE OF $3700G. (COUNTY CODE
E. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
F. 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 : PCC - MIDLOTHIAN
ADDRESS : 14331 MIDLOTHIAN TPKE
SITE PLAN NO. : 17PR0144
LATEST PLAN DATE : 12/02/2016 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 12/06/2016
SUBMITTAL NUMBER : 2
REVIEW DATE : 01/23/2017
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
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).
03. PROVIDE A SEPARATE EROSION CONTROL PLAN FOR THE
PHASE 2 CONSTRUCTION OF THE PARKING LOT AT THE
SOUTHEAST CORNER OF THE SITE. SHOW A CONSTRUCTION
ENTRANCE AND SUPER SILT FENCE AROUND THE LIMITS OF
DISTURBANCE, ALONG WITH INLET PROTECTION AS
NECESSARY.
04. INCLUDE STORM STRUCTURE 5 IN THE STRUCTURE
SCHEDULE ON SHEET C05.
05. STRUCTURES 3, 4, AND 5 MUST ALSO SPECIFY THE USE
OF BOOT CONNECTORS FOR THE PLASTIC PIPE JOINTS.
06. THE CHANNEL AND FLOOD PROTECTION PLAN SHEET (C08.2)
INDICATES THE DRAINAGE AREA TO THE POND IS 6.36 AC,
WHILE THE CALCULATIONS USE 6.15 AC. THE ESC PHASE 1
PLAN AND SEDIMENT BASIN DESIGN WORKSHEETS USE 6.36 AC.
07. CLARIFY HOW THE 5.43 ACRES OF BYPASS AREA IS
CALCULATED/ESTABLISHED. THE CHANNEL AND FLOOD
PROTECTION PLAN SHEET (C08.2) SHOWS A BYPASS AREA OF
3.55 ACRES ON THE CHURCH PARCEL AND 1.421 ACRES
FOR THE PARCEL ON THE SOUTH SIDE OF OLD OTTERDALE
ROAD. THE TOTAL OF THESE TWO PARCELS IS 4.97 ACRES.
08. PROVIDE ANOTHER COPY OF THE STORM SEWER CALCULATIONS,
THE TABLE IS NOT SHOWN IN ITS ENTIRETY.
09. REVISE THE STORMWATER OUTFALL TABLE ON SHEET C08.3
TO SHOW THAT THE QDEVELOPED FOR OUTFALL 1 IS 0.95 CFS,
AND THE QALLOWED FOR OUTFALL 1 IS 1.06 CFS. THE
ENERGY BALANCE CALCULATIONS ON THE SAME SHEET SHOULD
USE THE RUNOFF VOLUME FROM THE ROUTING CALCULATIONS,
IN AC-FT.
10. THE DAM FAILURE ANALYSIS MUST SHOW THAT HOMES WITHIN
THE LITTLE TOMAHAWK STATION SUBDIVISION TO THE SOUTH
WILL NOT BE INUNDATED. (100-YEAR FLOODPLAIN LIMITS
MAY BE EXCEEDED, BUT HOME LOCATIONS WILL STAY ABOVE
THE DAM FAILURE LIMITS).
===================== EROSION CONTROL ====================
11. THE ENTRANCE CULVERT UNDER THE CONSTRUCTION ENTRANCE
ON SHEET C02.1 IS LABELED AS A TEMPORARY 15" CMP,
HOWEVER, NOTE 4 ON SHEET C02 STATES THE PERMANENT
ENTRANCE CULVERT WILL BE INSTALLED.
===============CBPA/STORMWATER MANAGEMENT ================
12. SHOW THE PLANTING PLAN IN THE CONSTRUCTION PLANS WITH
THE SWM/BMP DETAILS, AS THE AQUATIC BENCH AND WETLAND
PLANTINGS MUST BE PART OF THE BMP CERTIFICATION.
13. THE SIGNAGE FOR NATURAL AREAS MUST ALSO BE PROVIDED FO
THE 1.421-ACRE PARCEL ON THE SOUTH SIDE OF OLD
OTTERDALE ROAD.
=================== UPPER SWIFT CREEK ====================
14. A BMP MAINTENANCE FEE IN THE AMOUNT OF $1,500 PER
IMPERVIOUS ACRE IS REQUIRED FOR COMMERCIAL DEVELOPMENT
PAYMENT MUST BE RECEIVED PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT. (CL-USC 1)
15. ADDITIONAL EROSION CONTROL MEASURES OTHER THAN THE
MINIMUM STANDARDS CONTAINED IN THE VIRGINIA EROSION AN
SEDIMENT CONTROL HANDBOOK WILL BE REQUIRED IF IT IS
DETERMINED THAT SUCH MEASURES ARE NECESSARY FOR
PROTECTION OF SENSITIVE ENVIRONMENTAL FEATURES AND/OR
WATER RESOURCES. (CL-USC 3)
16. FOR SITES OVER FIVE ACRES, A MONTHLY EROSION AND
SEDIMENT CONTROL REPORT FROM THE CRLD MUST BE SUBMITTE
TO ENVIRONMENTAL ENGINEERING BY THE FIRST OF EACH
MONTH. (CL-USC 6)
17. THE DESIGN AND CONSTRUCTION OF THE SWM/BMP WHICH WILL
BE A COUNTY MAINTAINED FACILITY WILL BE SUBJECT TO
INDEPENDENTLY DOCUMENTED GEOTECHNICAL APPROVAL. THE
SERVICES WHICH MUST BE PROVIDED BY THE INDEPENDENT
GEOTECHNICAL ENGINEERING FIRM SHALL INCLUDE FULL TIME
GEOTECHNICAL INSPECTION PAID FOR BY THE DEVELOPER.
THAT FULL TIME INSPECTION SHALL INCLUDE BUT NOT BE
LIMITED TO THE FOLLOWING (CL-USC 9):
A. PARTICIPATION/INPUT INTO THE DESIGN PROCESS AS
NECESSARY TO FACILITATE THE APPROVAL PROCESS OF THE
INDEPENDENT GEOTECHNICAL CONSULTANT. (CL-USC 9A)
OBSERVATION, TESTING AND DOCUMENTATION OF:
B. SUITABLE SUBGRADES TO RECEIVE COMPACTED STRUCTURAL FIL
FOR EARTH DAM CONSTRUCTION. (CL-USC 9B)
C. THE CUT OFF TRENCH, SPILLWAY PIPE, DRAINAGE BLANKET,
RISER STRUCTURE AND CONCRETE CHUTE SPILLWAY SUBGRADES
AS APPLICABLE TO EVALUATE WHETHER SUITABLE SOIL IS
PRESENT AT BEARING GRADE TO VERIFY PROPER INSTALLATION
(CL-USC 9C)
D. FILL PLACEMENT AND FIELD DENSITY TESTING TO EVALUATE/
VERIFY PROPER COMPACTION. (CL-USC 9D)
E. REINFORCING STEEL, IF REQUIRED, TO EVALUATE ITS
CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.
(CL-USC 9E)
18. THE FACILITY CERTIFICATION PROCESS SHALL BE PERFORMED
BY AN ENGINEERING/SURVEYING PROFESSIONAL CHOSEN BY THE
COUNTY AT THE OWNERS EXPENSE. (CL-USC 10)
19. THE NAME OF THE GEOTECHNICAL PROFESSIONAL WHO WILL
PROVIDE THE GEOTECHNICAL APPROVAL OF THE SWM/BMP WILL
BE FURNISHED ON THE LAND DISTURBANCE PERMIT.(CL-USC 11
======================= CLOSING ========================
20. 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.
21. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
22. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
23. 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)
24. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
25. THE RISER AND BARREL PIPE ASSOCIATED WITH THE SEDIMENT
BASIN MUST BE ON-SITE PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT.
26. 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.
27. 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.
28. 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 VDOT LAND USE PERMIT
C. 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
D. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $3700
E. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
F. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================

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