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CASE NO: 16PR0158 STATUS: APPROVED - ADMIN
PROJECT NAME: BRANDERMILL ASSISTED - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 03 12/22/16 01/18/17 AMENDED* 02/10/17 CBH 776-7836
FIRE DEPT.--: 03 12/22/16 01/18/17 ******** 08/04/16 AWB 717-6167
HOUSE NUMBER: 03 12/22/16 01/18/17 ******** 08/22/16 AMJ 768-7549
MAPPING/GIS-: 03 12/22/16 01/18/17 COMPLETE 01/17/17 AMJ 768-7549
PLANNING----: 03 12/22/16 01/18/17 ******** 08/30/16 JHL 751-4158
TRANSPORT.--: 03 12/22/16 01/18/17 COMPLETE 01/05/17 SJA 751-4461
UTIL.PLAN.--: 03 12/22/16 01/18/17 ******** ********
UTILITIES---: 03 12/22/16 01/18/17 AMENDED* 12/29/16 M L 748-1338
UTIL.R.O.W.-: 03 12/22/16 01/18/17 ******** ********
VDOT--------: 03 12/22/16 01/18/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : RACHAEL LUMPKIN, P.E./751-4778
NAME OF PLAN : BRANDERMILL ASSISTED LIVING
ADDRESS :
SUBMISSION DATE : OCTOBER 7, 2015
PLAN DATED : OCTOBER 2, 2015
REVIEW DATE : NOVEMBER 1, 2015
SITE PLAN NO. : 16PR0158
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. SHOW THE COUNTY PROJECT NUMBER 11-0112 ON THE LOWER
RIGHT HAND CORNER OF EACH SHEET.
2. CONTINUE THE WATERLINE ALONG THE FRONT OF THE PROPOSED
BUILDING. RELOCATE THE DOMESTIC METER AND DOUBLE CHECK
ASSEMBLY VAULT TO BE CLOSER TO THE NORTHEAST CORNER OF THE
BUILDING WITH A DEDICATED FIRE HYDRANT. KEEP THE FIRE
HYDRANT CURRENTLY SHOWN NEAR THE SOUTHWEST CORNER OF THE
PROPOSED BUILDING. ELIMINATE THE WATERLINE SHOWN NEAR THE
NORTHERN END OF THE PROPOSED BUILDING AND RELOCATE THE FIR
HYDRANT TO THE ENTRANCE OF THE PARKING AT THE REAR OF THE
BUILDING.
3. PROVIDE REVISED CALCULATIONS TO VERIFY THAT THE FIRE
FLOW AND DOMESTIC FLOWS CAN BE SUSTAINED WITH A RESIDUAL
PRESSURE OF 20 PSI WITH THE NEW ALIGNMENT.
4. LABEL THE SANITARY SEWER UPSTREAM OF THE MONITORING
MANHOLE AS PRIVATE.
5. HOW MUCH FILL IS PROPOSED TO BE PLACED OVER THE
EXISTING SANITARY SEWER LINE? WILL THE EXISTING MANHOLE
STILL BE ACCESSIBLE?
6. A LICENSE AGREEMENT IS NEEDED FOR THE PROPOSED
RETAINING WALL WITHIN THE EXISTING SANITARY SEWER EASEMENT
IS IT POSSIBLE TO EITHER RELOCATE THE EXISTING SEWER LINE
OR MINIMIZE THE IMPACTS OF THE RETAINING WALL TO THE SEWER
LINE?
7. ACCESS TO THE EXISTING CONCRETE FLOODWALL NEEDS TO BE
MAINTAINED. IT APPEARS ON THE GRADING PLAN THAT THE
PROPOSED CONTOURS WILL NOT ALLOW FOR VEHICLE ACCESS TO THE
FLOODWALL.
8. PROVIDE MATERIALS AND PROJECT NUMBERS FOR ALL EXISTING
WATER AND SEWER LINES.
9. PROVIDE REVISED PROFILES AND SHOW LIMITS OF RESTRAINED
PIPE. PROVIDE RESTRAINT CALCULATIONS.
10. WILL THERE BE IRRIGATION AT THIS SITE? IF SO, PROVIDE
THE PROPOSED LOCATION OF THE IRRIGATION METER AND A METER
SIZING FORM SHOWING THE IRRIGATION DEMAND.
11. THE OWNER MUST ENTER INTO A COUNTY CONTRACT PRIOR TO
THE START OF CONSTRUCTION. PLEASE SEND JACQUE HYDEN A COP
OF THE "ACCEPTED" BID PROPOSAL BETWEEN THE DEVELOPER AND
THE CONTRACTOR SO WE MAY PREPARE THE COUNTY CONTRACT. THE
BID PROPOSAL MUST BE BASED ON THE APPROVED SITE PLAN.
ALL WORK MUST BE PERFORMED BY AN ACCEPTABLE UTILITIES
CONTRACTOR. IF THE SITE PLAN IS REVISED AFTER THE
UTILITY CONTRACT IS PREPARED, A REVISED BID PROPOSAL MAY
BE NECESSARY TO ACCURATELY REFLECT THE LATEST APPROVED
SITE PLAN, AND A NEW CONTRACT PREPARATION MAY BE
NECESSARY.
12. AFTER COMPLETE SITE PLAN APPROVAL, SUBMIT THREE (3)
SETS OF PLANS DIRECTLY TO THE UTILITY DEPARTMENT FOR OUR
USE.
13. THE OWNER SHALL DESIGN, INSTALL, AND MAINTAIN CROSS
CONNECTION CONTROL AND BACKFLOW PREVENTION METHODS,
ASSEMBLIES AND DEVICES ON THE POTABLE WATER SERVICE AND
FIRE PROTECTION WATER SERVICE TO THE BUILDING IN ACCORDANC
WITH THE CURRENT EDITIONS OF THE FOLLOWING:
A. CHESTERFIELD COUNTY CROSS CONNECTION CONTROL AND
BACKFLOW PREVENTION PROGRAM;
B. CHESTERFIELD COUNTY WATER AND SEWER PROCEDURES AND
SPECIFICATIONS MANUAL;
C. WATERWORKS REGULATIONS, VIRGINIA DEPARTMENT OF HEALTH,
OFFICE OF WATER PROGRAMS; AND
D. UNIFORM STATEWIDE BUILDING CODE, VIRGINIA DEPARTMENT
OF HOUSING AND COMMUNITY DEVELOPMENT.
14. PRIOR TO FINAL UTILITIES APPROVAL THE GENERAL
CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR HAVING THE
POTABLE WATER SERVICE BACKFLOW PREVENTION ASSEMBLY AND THE
FIRE PROTECTION WATER SERVICE BACKFLOW PREVENTION ASSEMBLY
TESTED BY AN INDIVIDUAL HOLDING A VALID BACKFLOW PREVENTIO
DEVICE WORKER CERTIFICATE ISSUED BY THE VIRGINIA DEPARTMEN
OF PROFESSIONAL AND OCCUPATIONAL REGULATION. THEREAFTER,
THE PROPERTY OR BUSINESS OWNER IS RESPONSIBLE FOR ENSURING
TESTS ON THE BACKFLOW PREVENTION ASSEMBLIES ARE CONDUCTED
ANNUALLY. THE RESULTS OF ALL TESTS MUST BE SUBMITTED TO TH
UTILITIES DEPARTMENT, CROSS CONNECTION CONTROL COORDINATOR
P.O. BOX 608, CHESTERFIELD, VIRGINIA 23832-0009, FAXED TO
(804) 751-4437, OR EMAILED TO BACKFLOW@CHESTERFIELD.GOV
IMMEDIATELY UPON COMPLETION OF THE TEST. FINAL UTILITIES
APPROVAL WILL NOT BE GRANTED UNTIL THE TEST IS COMPLETE,
RECEIVED, AND VERIFIED TO MEET COUNTY SPECIFICATIONS.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : BRANDERMILL ASSISTED LIVING
ADDRESS :
SUBMISSION DATE : 5/9/16
PLAN DATED : 5/6/16
REVIEW DATE : 5/13/16
SITE PLAN NO. : 16PR0158
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. ON THE COVER SHEET, BREAK OUT THE UTILITY MATERIALS
QUANTITIES BY PRIVATE AND PUBLIC. UPDATE QUANTITIES BASED
ON REVISIONS.
2. ON SHEET C2.3, THERE ARE EXITING SEWER LATERALS VISIBL
ON AS-BUILT DRAWINGS THAT ARE NOT SHOWN ON THE PLANS. THE
SEWER LATERALS SHOULD BE SHOWN TO BE REMOVED AND PLUGGED A
THE MANHOLE(S).
3. ON THE DEMOLITION PLANS C2.3 AND C2.4, CALL OUT THE
VALVE TO BE USED TO SHUT DOWN THE EXISTING WATER LINE AND
ALSO CALL OUT THE SPECIFIC LOCATION WHERE THE WATER LINE I
TO BE CUT.
4. ACCORDING TO AS-BUILT DRAWINGS, THE EXISTING SEWER
BETWEEN THE MANHOLES SHOWN WITH INVERTS OF 184.62 AND
162.38 IS A 10" D.I. SEWER. THE SECTION DOWNSTREAM IS 12"
D.I.
5. REVISE THE NOTES ON THE DEMOLITION PLAN TO "REMOVE AND
REPLACE" FIRE HYDRANTS TO JUST "REMOVE".
6. ON SHEET C4.0, THE CONNECTION TO THE WATERLINE IS
CALLED OUT AS 12", WHEN IT IS IN REALITY AN 8" WATER LINE.
THIS IS PROBABLY DUE TO THE NEARBY LABEL OF A 12" TREE,
WHICH IS CONFUSING.
7. A BENCH MARK COULD NOT BE LOCATED ON THE UTILITIES
PLAN, WHICH IS REQUIRED PER COUNTY STANDARDS.
8. PROVIDE STATIONING OF THE WATER LINES PER COUNTY
STANDARDS.
9. ON BOTH THE UTILITY PLAN AND PROFILE SHEETS,
SPECIFICALLY LABEL LINES AS EITHER "PRIVATE" OR "PUBLIC".
10. LABEL THE PROPOSED RETAINING WALLS ON SHEET C4.0.
11. ON SHEET C4.0, REMOVE THE DEMOLITION NOTES REFERRING
TO THE EXISTING WATER LINE.
12. THE PROPOSED 45 DEGREE BEND SHOULD BE LOCATED ABOUT 2
FT DOWNSTREAM FROM THE PROPOSED CONNECTION POINT TO THE
EXISTING WATER LINE IN ORDER TO MAKE ROOM FOR THE DOUBLE
CHECK VALVE (JUMPER) TO BE INSTALLED FOR FLUSHING AND
TESTING.
13. COUNTY STANDARDS REQUIRE TWO VALVES TO BE PROVIDED AT
THE TEE.
14. THE WATERLINE EAST OF THE TEE IS LABELED AS 6" AND
SHOULD BE 8".
15. THE TWO FIRE HYDRANTS SHOULD BE CONNECTED WITH 90
DEGREE BENDS INSTEAD OF TEES WITH STUBOUTS AND END CAPS AS
THERE IS NO CHANCE THE WATER LINES WILL BE EXTENDED.
16. THE DDCV ASSEMBLY IS PRIVATE AND NEEDS TO BE LOCATED
OUTSIDE OF THE EASEMENT.
17. A PRIVATE REDUCED PRESSURE BACKFLOW PREVENTER IS
REQUIRED FOR THIS PROJECT. THE DEVICE NEEDS TO BE LOCATED
IMMEDIATELY DOWNSTREAM OF THE METER IN A HEATED ENCLOSURE
OUTSIDE OF THE EASEMENT.
18. AS DISCUSSED, CONSIDER REVERSING THE LOCATION OF THE
WATER AND SEWER CONNECTIONS INTO THE BUILDING. BY HAVING
THE WATER CONNECTION IN ON THE EAST, SEVERAL UTILITY LINE
CROSSINGS CAN BE ELIMINATED. ANTHONY BATTEN WITH FIRE WAS
RECEPTIVE TO THE IDEA, ALTHOUGH HE MAY SUGGEST A RELOCATIO
OF ONE OF THE OTHER HYDRANTS.
19. THE WESTERN WATERLINE HAS WAY TOO MANY BENDS. WE
BELIEVE THAT THIS CAN BE CONFIGURED TO SHOW DEFLECTION WIT
A BENDING RADIUS GREATER THAN 326 FT AND ELIMINATE MOST OF
THE BENDS EXCEPT FOR AROUND THE CURVE.
20. THE APPROPRIATE CALL OUT FOR THE IRRIGATION METER
CONNECTION IS A 2" CORP STOP, NOT 2" X 2" CORP STOP.
PLEASE ALSO LABEL THE SIZE OF THE SERVICE LINE AND METER.
20. THE PROPOSED 8" SANITARY SEWER ON SITE WILL NOT EVER
SERVE ANY ADDITIONAL CUSTOMERS AND SHOULD BE DESIGNATED AS
PRIVATE SEWER.
21. ON SHEET C4.1 AND C4.3, ELIMINATE THE BLOCKING DETAILS
FOR VERTICAL BENDS. COUNTY STANDARDS NOW REQUIRE
MECHANICAL RESTRAINT SYSTEMS FOR ALL VERTICAL DEFLECTIONS.
22. PROVIDE A SEPARATE METER SIZING FORM FOR THE
IRRIGATION METER. THE 40 GPM SHOULD NOT BE INCLUDED ON TH
METER SIZING FORM FOR THE MAIN METER.
23. WILL THE DISHWASHERS AND LAUNDRY MACHINES BE
COMMERCIAL GRADE OR RESIDENTIAL? THE FIXTURE AND
ASSOCIATED FLOW IS VERY DIFFERENT FOR COMMERCIAL UNITS.
ALSO, WILL THERE TRULY BE NO DRINKING FOUNTAINS? PLEASE
DISCUSS WITH THE MEP SO WE CAN ENSURE THE METER SIZE IS
CORRECT.
24. ON SHEET C4.4, LABEL THE SIZE AND NUMBER OF THE STORM
PIPES THAT HAVE VERTICAL CROSSINGS.
25. LABEL THE COUNTY PROJECT NUMBER AT THE CONNECTION TO
EXISTING PIPES ON BOTH THE SANITARY AND WATER PROFILES.
26. ON THE EAST RUN PROFILE, THE WATER SERVICE CONNECTION
IS SHOWN ON AS 2" X 2" CORP STOP AND ON THE PLANS IT IS
CALLED AS A 3" CORP STOP.
27. ALL OF THE VERTICAL DEFLECTIONS MUST BE CALLED OUT AS
RESTRAINED JOINT PIPE WITH THE TOTAL DISTANCE OF RESTRAINT
LABELED. PLEASE PROVIDE COPIES OF THE CALCULATIONS FOR OU
RECORDS.
28. THE SECTION OF THE WEST RUN WATERLINE FROM
APPROXIMATELY 7+00 TO THE END IS IN FILL AND MUST BE CALLE
OUT AS CLASS 52 RESTRAINED JOINT D.I. AND SHOWN AS HATCHED
ON THE PROFILE.
29. A VISUAL INSPECTION OF SHEET C2.5 SHOWS A LARGE
SEDIMENT TRAP THAT WE BELIEVE MAY BE WHERE PORTIONS OF THE
EAST RUN WATERLINE ARE RUNNING THOUGH. THIS WILL RESULT I
DISTURBED EARTH AND ANY PUBLIC WATERLINE BEDDED IN
DISTURBED EARTH MUST BE CLASS 52 RESTRAINED JOINT D.I.
PLEASE SHOW THE LIMITS OF THE DISTURBED EARTH FROM THE
SEDIMENT TRAP ON THE PROFILE AND LABEL THE WATER MAIN
ACCORDINGLY.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : BRANDERMILL ASSISTED LIVING
ADDRESS : 5800 HARBOUR LANE
SUBMISSION DATE : 08/04/16
PLAN DATED : 07/29/16
REVIEW DATE : 08/05/16
SITE PLAN NO. : 16PR0158
COMMENTS : 3ND REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
1. ON THE EAST WATER LINE, ELIMINATE THE PROPOSED CAP AND
TEE AND TERMINATE THE LINE WITH A 90D BEND, 8"X6" REDUCER,
6" VALVE, AND FIRE HYDRANT.
2. PROVIDE A PRIVATE BACKFLOW PREVENTER AFTER THE PROPOSE
IRRIGATION METER AND OUTSIDE THE EASEMENT.
3. VALVES MAY NOT BE MORE THAN 6' IN DEPTH. PLEASE
RELOCATE THE PROPOSED 6" FIRE LINE VALVE CLOSER TO THE DCV
IN ORDER TO AVOID CONFLICT WITH THE STORM AND ELIMINATE
EXCESSIVE DEPTH.
4. SHOW THE EXTENT OF THE RESTRAINED JOINTS IN PROFILE
VIEW.
5. IDENTIFY AND CALLOUT THE PROPOSED TEES FOR FIRE
HYDRANTS AS "HYDRANT TEES". HYDRANT TEES ARE INHERENTLY
RESTRAINED AND DO NOT NEED TO BE CALLED OUT AS SUCH IN PLA
AND PROFILE. IDENTIFY THE SIZE OF THE HYDRANT TEES AND
INCLUDE THEM IN THE MATERIAL QUANTITY LIST.
6. INCLUDE MANHOLE INSERTS (ONE PER SANITARY MANHOLE) WIT
THE MATERIAL QUANTITY LIST, PER THE DESIGN SPECIFICATIONS.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : BRANDERMILL ASSISTED LIVING
ADDRESS : 5800 HARBOUR LANE
SUBMISSION DATE : 12/28/16
PLAN DATED : 12/9/16
REVIEW DATE : 12/29/16
SITE PLAN NO. : 16PR0158
COMMENTS : 4TH REVIEW- APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
ONCE ALL OTHER DEPARTMENT APPROVALS ARE OBTAINED, PROVIDE
OF THE PLANS TO THE UTILITY DEPARTMENT FOR USE DURI
CONSTRUCTION.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: BRANDERMILL ASSISTED LIVING
SITE PLAN NUMBER: 16PR0158
LATEST PLAN DATE: 10/02/15
DEPT. REC'D. DATE: 10/08/15
SUBMITTAL NUMBER: ONE
REVIEW DATE: 10/12/15
RECOMMENDATION: APPROVED
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: BRANDERMILL ASSISTED LIVING
SITE PLAN NUMBER: 16PR0158
LATEST PLAN DATE: 05/06/16
DEPT. REC'D. DATE: 05/12/16
SUBMITTAL NUMBER: TWO
REVIEW DATE: 05/18/16
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: BRANDERMILL ASSISTED LIVING
SITE PLAN NUMBER: 16PR0158
LATEST PLAN DATE: 07/29/16
DEPT. REC'D. DATE: 08/04/16
SUBMITTAL NUMBER: THREE
REVIEW DATE: 08/23/16
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: BRANDERMILL ASSISTED LIVING
SITE PLAN NUMBER: 16PR0158
LATEST PLAN DATE: 12/09/16
DEPT. REC'D. DATE: 12/30/16
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 01/05/17
RECOMMENDATION: APPROVED
==========================================================
==========================================================
**********************************************************
REVIEW DEPARTMENT------PLANNING
REVIEWER / PHONE #-----JEFF LAMSON
NAME OF PLAN-----------BRANDERMILL ASSISTED LIVING
SITE PLAN NUMBER-------16PR0158
ADDRESS----------------
LATEST PLAN DATE-------10-2-15
DEPT. REC'D. DATE------10-6-15
SUBMITTAL NUMBER-------ONE
REVIEW DATE------------11-4-15
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW-----------NO
PLAT PROCESSING--------
LANDSCAPE PLAN STATUS--NOT YET SUBMITED
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.
2. INDICATE EXISTING AND PROPOSED TREE LINES ON E/C AND
GRADING PLANS.
3. SITE WORK REFERENCED BY OTHERS THAT MUST BE APPROVED
WITH THE SITE PLAN. COORDINATE WITH ARCHITECT TO PROVIDE
DETAILS WITH THE SITE PLAN. INCLUDES DUMPSTER ENCLOSURE, W
ALKS AND SPOT ELEVATIONS, HANDRAILS.
4. PER SEC. 19.1 -320 B. SAFETY BARRIERS. FOR RETAINING
WALLS HAVING A HEIGHT OF 4 FEET OR GREATER, A 4 FOOT HIGH
FENCE SHALL BE INSTALLED ON THE UPPER SIDE OF THE WALL.
IF VISIBLE TO THE PUBLIC, THE FENCE SHALL HAVE A DECORATIV
DESIGN. A MINIMUM OF ONE OF THE FOLLOWING MEASURES SHALL B
THERE IS SOME OTHER PHYSICAL IMPEDIMENT TO A VEHICLE SS
REACHING THE EDGE OF THE WALL:
GUARDRAILS;EARTH BERMS AT LEAST 3 FEET HIGH ABOVE GRADE
ON THE APPROACH SIDE; OR CONCRETE FILLED STEEL BOLLARDS
SPACED 4.5 FEET ON CENTER.
A. SPECIFIY 4 FEET TALL DECORATIVE PEDESTRIAN
SAFETY RAILINGS ON WALLS OVER FOUR FEET TALL.
B. SPECIFY COLOR OF THE RETAINING WALL.
5. VEHICLE GUARDRAILS. SUGGESTION FOR AESTHETIC
PURPOSES - CONSIDER SPECIFYING CORE-TEN STEEL
GUARDRAIL OR PAINTED BRONZE COLOR BAKED ENAMEL GUARDRAIL.
6. IN LIEU OF BUMPER BLOCKS AT PARKING SPACES ADJACENT
TO RETAINING WALLS, PROVIDE CONCRETE FILLED STEEL BOLLARDS
SPACED 4.5 FEET ON CENTER.
7. REVISE DRIVEWAY LAYOUT TO PROVIDE 10 FEET SETBACK
FROM PROPERTY LINES
8. IDENTIFY THE BUILDING, DRIVEWAY AND PARKING SETBACKS
FOR FRONT, SIDE, AND REAR YARDS, AND LABEL THEM ON THE
PLAN ALONG WITH ANY REQUIRED LANDSCAPE STANDARD TO BE
APPLIED THROUGH THE DEVELOPMENT OF THE LANDSCAPE PLAN.
7. INDICATE ADJACENT PROPERTY OWNER NAMES, ZONING,
GPIN AND CURRENT USES FOR THE PROPERTY TO THE WEST.
9. INDICATE AND LABEL THE 30 FOOT WIDE WOODED BUFFER
ADJACENT TO THE RESIDENTIAL DISTRICT AS REQUIRED BY CASE
85S002. THIS AFFECTS A SMALL PORTION OF THE WESTERN
PROPERTY LINE NEAR THE SOUTH WESTERN CORNER. MEASURE
30 FEET FROM EXISITNG RESIDENTIAL LOTS
10. PRIOR TO ISSUANCE OF A BUILDING PERMIT, DOCUMENTATION
SHALL BE PROVIDED TO THE PLANNING DEPARTMENT THAT THE
REQUIRED COMMON OPEN SPACE HAS BEEN DEDICATED TO THE
BRANDERMILL COMMUNITY ASSOCIATION.
11. VERIFY THE WALK CONNECTION FORM THE WESTERN HANDICAP
SPACES MEETS STANDARDS FOR MANEUVERING THROUGH THE RIGHT
ANGLE TURN.
12. SHOW LOCATION AND DETAILS OF HANDICAP PARKING
SIGNAGE. ENSURE LOCATION OF SIGN POSTS DOES NOT INTERFERE
WITH REQUIRED WALKWAY CLEARANCES.
13. ENSURE THAT THE LAYOUT PLAN ACCOMMODATES ITEMS
13-15. PROVIDE CALCUALTIONS ON THE SITE LAYOUT PLAN.
PARKING LOTS MUST BE DESIGNED TO INCLUDE 30 S. F. OF
INTERIOR PARKING LOT LANDSCAPING FOR EACH PARKING SPACE.
PROVIDE A CALCULATION FOR THE TOTAL NUMBER OF PARKING
SPACES TIMES 30 S.F. TO DETERMINE TOTAL LANDSCAPE AREA
WITHIN PARKING LOT. (EXAMPLE: 100 PARKING SPACES X
30 S.F. = 3000 S.F. LANDSCAPE AREA IN PARKING LOT)
14. PER SEC. 19-519(B), THE TOTAL NUMBER OF TREES
IN A PARKING LOT SHALL BE 1 PER 200 S.F. OF LANDSCAPE
AREA IN THE PARKING LOT. SHOW THE CALCULATION FOR
TOTAL NUMBER OF TREES. (EXAMPLE: 3000 S.F. LANDSCAPE
AREA DIVIDED BY 200 S.F. PER TREE = 15 TREES)
15. PER SEC. 19-519(A & B), AT LEAST 50% OF THE TREES
SHALL BE LARGE MATURING TREES THAT ARE IN ISLANDS WITH A
MINIMUM WIDTH OF 15 FEET AND 250 S.F. IN SIZE. SMALL
MATURING TREES SHALL BE IN ISLANDS WITH A MINIMUM WIDTH
OF 9 FEET AND BE 150 S.F. IN SIZE.
16. PER THE INTERNATIONAL FIRE CODE, FEDERAL REGULATIONS
FOR HIGH VOLTAGE TRANSMISSION LINES, THE COUNTY CPTED
POLICY, AND COUNTY ORDINANCE, THE DESIGN OF PARKING AREAS
SHALL FULLY CONSIDER AND PLAN TO MINIMIZE POTENTIAL
CONFLICTS BETWEEN MATURING LANDSCAPING AND THE VISIBILITY
AND ACCESS TO FIRE HYDRANTS, CLEARANCES TO HIGH POWER
TRANSMISSION LINES, SITE LIGHTING, AND VISIBILITY FOR
MOTORISTS EXITING PARKING ROWS. SITE LAYOUT SHALL
BE CHECKED TO DETERMINE THAT SUFFICIENT INTERNAL PARKING
LOT PLANTING AREA EXISTS TO MEET THE REQUIREMENTS OF
SEC. 19-519 EXCLUDING ISLANDS WITH FIRE HYDRANTS AND
RELATED UTILITY BOXES, AND CONFLICTS WITH OVERHEAD POWER
LINES AND SITE LIGHTING. REVIEW STAFF MAY REQUIRE A
SEPARATE SHEET DOCUMENTING SIZES OF PROPOSED ISLANDS AND
OTHER INTERNAL GREEN SPACES WITHIN PARKING LOTS.
17. LABEL LOADING AREA.
18. PER SEC. 19-572, SITES SHALL BE DESIGNED AND BUILDINGS
ORIENTED SO THAT LOADING AREAS ARE SCREENED FROM VIEW
OF ADJACENT PROPERTIES WHERE SUCH A USE IS NOT PERMITTED,
OR IF ZONED A THAT THE DESIGNATED USE IN THE COMPREHENSIVE
PLAN DOES NOT PERMIT LOADING AREAS, OR FROM ANY PUBLIC
RIGHT OF WAY EXCEPT LIMITED ACCESS ROADS.
TO SCREEN VEIWS OF TRUCKS PARKED IN THE LOADING AREA, PROV
EVERGREEN TREES AT THE BASE OF THE NORTHERN RETAINING WALL
19. THE LANDSCAPE PLAN SHALL IDENTIFY THE STATE REGISTERED
LANDSCAPE ARCHITECT, NURSERYMAN, OR LANDSCAPE DESIGNER
PREPARING THE PLAN.
20. AT A MINIMUM A CONCEPTUAL LANDSCAPING PLAN SHALL
BE APPROVED PRIOR TO RELEASE OF FINAL SITE PLAN APPROVAL.
21. PER SEC. 19-518(E), ALL LANDSCAPED AREAS SHALL BE
PROVIDED WITH A READILY AVAILABLE WATER SUPPLY. THE
COUNTY ACCEPTS EITHER YARD HYDRANTS AND/OR HOSE BIBS WITHI
100 FEET OF ALL NEW PLANTINGS OR AN IRRIGATION SYSTEM FOR
ALL AREAS OF NEW PLANTINGS.
THE COUNTY ALSO ACCEPTS A 3-YEAR CONTINUOUS MAINTENANCE
CONTRACT WITH A REPUTABLE LANDSCAPING MAINTENANCE COMPANY.
CERTAIN AREAS DIFFICULT TO SERVE WITH WATER MAY BE
PLANTED WITH DROUGHT TOLERANT NATIVE SPECIES. INSURE WATE
INFORMATION IS SUPPLIED ON UTILITY DEPARTMENT METER SIZING
FORMS.
22. PER SEC. 19-570.1(B), RETAINING WALLS OVER TEN (10)
FEET IN HEIGHT AND WITHIN FIFTY (50) FEET OF AND FACING
AN EXTERIOR PROPERTY LINE OR PUBLIC RIGHT OF WAY REQUIRES
THE PLANTING OF ADDITIONAL EVERGREEN TREES TO BREAK UP
LARGE EXPANSES OF WALL.
IN AREAS WHERE VEHICLES WILL PROJCECT HEADLIGHTS TO THE
WEST TOWARD ADJACENT RESIDENCES. PROVIDE EVERGREEN
LANDSCAPING TO BLOCK HEADLIGHTS.
23. PER SEC. 19-508.3, 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.
24. PROVIDE CATALOGUE CUTSHEETS FOR EACH EXTERIOR
LIGHT FIXTURE PROPOSED.
26. PER SEC. 19-508.3, SUBMIT A FOOTCANDLE OUTPUT
DIAGRAM WHENEVER A SITE IS ADJACENT TO A RESIDENTIAL
DISTRICT AND DOCUMENT THAT THE MAXIMUM ILLUMINATION DOES
NOT EXCEED 0.5 FOOTCANDLES AT THE PROPERTY LINE WITH
THE RESIDENTIAL DISTRICT.
27. PER SEC. 19-508.3, UNLESS A PROJECT IS APPROVED
FOR ORNAMENTAL PEDESTRIAN-STYLE LIGHTING, ALL LIGHT
FIXTURES SHALL BE OF A DIRECTIONAL TYPE THAT SHIELDS
THE LIGHT SOURCE FROM DIRECT VIEW FROM ANY ADJOINING,
A, R, R-TH, MH, TND, OR R-MF DISTRICT OR PUBLIC RIGHT-OF -
WAY.
28 PROVIDE ADDITIONAL LIGHT CONTROL ON FIXTURES LOCATED
ALONG THE PERIMETER OF THE SITE ADJACENT TO
RESIDENCES INCLUDING ORIENTATION OF FIXTURES AND
HOUSE SIDE SHIELDS.
29. PROVIDE DOCUMENTATION OF APPROVAL FOR THE ARCHITECTURA
ELEVATIONS FROM THE BRANDERMILL COMMUNITY ASSOCIATION.
CONTACT MR. AL RAIMO TO START THE BRANDERMILL REVIEW
PROCESS. 804-744-1035.
30. PROVIDE 2 COPIES OF RENDERINGS/ELEVATIONS OF THE
BUILDINGS WITH ALL BUILDING MATERIALS AND COLORS IDENTIFIE
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.
31. SHOW THAT JUNCTION AND ACCESS BOXES ARE EITHER
SCREENED OR PAINTED TO MATCH THE BUILDING EXCEPT AS
ALLOWED IN I-2 AND I-3 DISTRICTS.
32. 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. SHOW ALL UNITS IN RELIEF BEHIND PARAPETS
AND/OR WALLS USED FOR SCREENING TO SHOW THAT UNITS ARE
FULLY SCREENED.
33. PUT THE CHESTERFIELD COUNTY SITE PLAN NUMBER IN
THE LOWER RIGHT CORNER OF EACH SHEET (16PR0158).
34. REVISE LABELS ON GRADING SHEETS - (TWO SHEETS
ARE INDICATE AS 1 OF 2)
35. CONSIDER SIZE OF AND QUANTITY OF PROPOSED DUMPSTER.
FOR THE SIZE OF THE FACILITY MORE STAORAGE AREA FOR AMY MA
BE NEEDED. ADJUST SIZE OF DUMPSTER ENCLOSURE ACCORDINGLY
IF NEEDED.
36. PROVIDE DOCUMENTATION THAT THE BOATING CLUB
PARKING AND ACCESS EASEMENT HAS BEEN SATISFIED.
37. BECAUSE THE NAME OF THE PROJECT IS SIMILAR TO
OTHER DEVELOPMENTS, THE NAME OF PLAN MUST BE VETTED
THROUGH EMERGENCY SERVICES FIRE AND POLICE.
**********************************************************
REVIEW DEPARTMENT------PLANNING
REVIEWER / PHONE #-----JEFF LAMSON
NAME OF PLAN-----------BRANDERMILL ASSISTED LIVING
SITE PLAN NUMBER-------16PR0158
ADDRESS----------------HARBOUR LANE
LATEST PLAN DATE-------5-6-15
DEPT. REC'D. DATE------5-6-16
SUBMITTAL NUMBER-------TWO
REVIEW DATE------------6-16-16
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW-----------NO
LANDSCAPE PLAN STATUS--APPROVED
ARCHITECTURAL ELEVATIONS-CONCEPT APPROVED
LIGHTING PLAN/CUTSHEETS---REVISIONS SUGGESTED
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. (4.) PER SEC. 19.1 -320 B. SAFETY BARRIERS. FOR RETAINI
WALLS HAVING A HEIGHT OF 4 FEET OR GREATER, A 4 FOOT HIGH
FENCE SHALL BE INSTALLED ON THE UPPER SIDE OF THE WALL. IF
VISIBLE TO THE PUBLIC, THE FENCE SHALL HAVE A DECORATIVE
DESIGN. A MINIMUM OF ONE OF THE FOLLOWING MEASURES SHALL B
INCORPORATED BETWEEN THE FENCE AND PARKING AREAS UNLESS
THERE IS SOME OTHER PHYSICAL IMPEDIMENT TO A VEHICLE
REACHING THE EDGE OF THE WALL:
A. SPECIFY 4 FEET TALL DECORATIVE PEDESTRIAN SAFETY
RAILINGS ON WALLS OVER FOUR FEET TALL. PROVIDE DETAIL
OF RAILING.
B. SPECIFY COLOR OF THE RETAINING WALL. TO MATCH BUILDNG
OR EARTH TONE.
3. (11.) PRIOR TO ISSUANCE OF A BUILDING PERMIT,
DOCUMENTATION
SHALL BE PROVIDED TO THE PLANNING DEPARTMENT THAT THE
REQUIRED COMMON OPEN SPACE HAS BEEN DEDICATED TO THE
BRANDERMILL COMMUNITY ASSOCIATION.
4. (22.) PER SEC. 19-518(E), ALL LANDSCAPED AREAS SHALL
BE PROVIDED WITH A READILY AVAILABLE WATER SUPPLY. THE
COUNTY ACCEPTS EITHER YARD HYDRANTS AND/OR HOSE BIBS WITHI
100 FEET OF ALL NEW PLANTINGS OR AN IRRIGATION SYSTEM FOR
ALL AREAS OF NEW PLANTINGS.
THE COUNTY ALSO ACCEPTS A 3-YEAR CONTINUOUS
MAINTENANCE CONTRACT WITH A REPUTABLE LANDSCAPING
MAINTENANCE COMPANY. CERTAIN AREAS DIFFICULT TO SERVE
WITH WATER MAY BE PLANTED WITH DROUGHT TOLERANT NATIVE
SPECIES. INSURE WATER INFORMATION IS SUPPLIED ON
UTILITY DEPARTMENT METER SIZING FORMS.
5. LIGHTING. AS A RECOMMENDATION, CONSIDER USING WARMER LE
LIGHTS IN THE 3000-4000 KELVIN RANGE.
6. (30.) PROVIDE DOCUMENTATION OF APPROVAL FOR THE
ARCHITECTURAL ELEVATIONS FROM THE BRANDERMILL COMMUNITY
ASSOCIATION.
ARCHITECTURAL ELEVATION CONCEPT IS APPROVED. PROVIDE DETAI
REQUESTED BELOW
7. (30.) PROVIDE 2 COPIES OF RENDERINGS/ELEVATIONS OF THE
BUILDINGS WITH ALL BUILDING MATERIALS AND COLORS IDENTIFIE
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.
8. (31.) SHOW THAT JUNCTION AND ACCESS BOXES ARE EITHER
SCREENED OR PAINTED TO MATCH THE BUILDING EXCEPT AS ALLOWE
IN I-2 AND I-3 DISTRICTS.
9. (32.) 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. SHOW ALL UNITS IN RELIEF BEHIND PARAPETS AND/OR
WALLS USED FOR SCREENING TO SHOW THAT UNITS ARE FULLY
SCREENED.
10.(36.) PROVIDE DOCUMENTATION THAT THE BOATING CLUB PARKI
AND ACCESS EASEMENT HAS BEEN SATISFIED.
**********************************************************
REVIEW DEPARTMENT------PLANNING
REVIEWER / PHONE #-----JEFF LAMSON
NAME OF PLAN-----------BRANDERMILL ASSISTED LIVING
SITE PLAN NUMBER-------16PR0158
ADDRESS----------------HARBOUR LANE
LATEST PLAN DATE-------7-29-16
DEPT. REC'D. DATE------8-2-16
SUBMITTAL NUMBER-------THREE
REVIEW DATE------------8-30-16
RECOMMENDATION---------SUBSTANTIAL APPROVAL
TABLE REVIEW-----------YES
LANDSCAPE PLAN STATUS-----APPROVED
ARCHITECTURAL ELEVATIONS--APPROVED
LIGHTING PLAN/CUTSHEETS---APPROVED
IRRIGATION/HOSEBIB PLAN---APPROVED
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. (6.) (30.) PROVIDE DOCUMENTATION OF APPROVAL FOR THE
ARCHITECTURAL ELEVATIONS FROM THE BRANDERMILL COMMUNITY
ASSOCIATION.
3. (10.)(36.) PROVIDE DOCUMENTATION THAT THE BOATING CLUB
PARKING AND ACCESS EASEMENT HAS BEEN SATISFIED.
**********************************************************
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : BRANDERMILL ASSISTED LIVING
PLAN NO. : 16PR0158
ADDRESS :
LATEST PLAN DATE : 10/2/15
RECEIVED DATE : 10/8/15
SUBMITTAL NUMBER : 1
REVIEW DATE : 10/28/15
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : AMY JOHANSON 768-7549
NAME OF PLAN : BRANDERMILL ASSISTED LIVING
PLAN NO. : 16PR0158
LATEST PLAN DATE : 5/6/16
RECEIVED DATE : 5/10/16
SUBMITTAL NUMBER : 2
REVIEW DATE : 5/26/16
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : AMY JOHANSON 768-7549
NAME OF PLAN : BRANDERMILL ASSISTED LIVING FACILITY
PLAN NO. : 16PR0158
LATEST PLAN DATE : 7/29/16
RECEIVED DATE : 8/5/16
SUBMITTAL NUMBER : 3
REVIEW DATE : 8/22/16
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : BRANDERMILL ASSISTED LIVING FACILITY
CASE NUMBER : 16PR0158
LATEST PLAN DATE : 12/9/16
RECEIVED DATE : 12/30/16
SUBMITTAL NUMBER : 4
REVIEW DATE : 1/17/17
ADDRESS : 5800 HARBOUR LN
STATUS : APPROVED
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: NANCY PARKER
PHONE NUMBER: 751-4319
CASE NUMBER: 16PR0158
NAME OF PLAN:BRANDERMILL ASSISTED LIVING
ADDRESS: 5800 HARBOUR LN
DATE OF REVIEW:10/28/15 REVIEW # 1
STATUS: HOUSE NUMBERING 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. (MATERIAL TO BE MORE DURABLE THAN WOOD).
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: AMY JOHANSON
PHONE NUMBER: 768-7549
CASE NUMBER: 16PR0158
NAME OF PLAN:BRANDERMILL ASSISTED LIVING
ADDRESS: 5800 HARBOUR LN
DATE OF REVIEW:5/26/16 REVIEW # 2
STATUS: HOUSE NUMBERING 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. (MATERIAL TO BE MORE DURABLE THAN WOOD).
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / HOUSE NUMBERING SECTION
REVIEWER : AMY JOHANSON
PHONE NUMBER : 768-7549
CASE NUMBER : 16PR0158
NAME OF PLAN : BRANDERMILL ASSISTED LIVING FACILITY
ADDRESS : 5800 HARBOUR LN
DATE OF REVIEW : 8/22/16 REVIEW # 3
STATUS : APPROVED
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: BRANDERMILL ASSISTED LIVING
SITE PLAN NUMBER: 16PR0158
ADDRESS: 5800 HARBOUR LANE
LATEST PLAN DATE: 10/2/15
DEPT. REC'D. DATE: 10/8/15
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 10/12/15
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. RELOCATE FDC TO ANOTHER HYDRANT ON THE SITE, AS TO
NOT BLOCK THE SINGLE ACCESS ROAD TO THE BUILDING.
2. ADD A NOTE TO THE UTILITY PLAN STATING:
"THE 4.5 INCH DISCHARGE OF THE FIRE HYDRANT SHALL FACE
IN THE DIRECTION INDICATED BY THE ARROW ON THE PLAN."
3. ADD AN ARROW TO THE FIRE HYDRANT INDICATING WHICH
DIRECTION IT SHALL FACE.
4. PROVIDE THE DETAILS FOR THE AUTOMATIC SPRINKLER SYSTEM
RUN-IN AND STUB UP, INCLUDING ALL APPLICABLE NOTES. SEE:
HTTP://WWW.CHESTERFIELD.GOV/PUBLICSAFETY/FIRE/PLANS.ASP
FOR A COPY OF THE DETAILS
5. A COPY OF THE CODE MODIFICATION REQUEST LETTER AND
THE CODE MODIFICATION APPROVAL LETTER SHALL BE INCLUDED
ON THE SITE PLAN.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: BRANDERMILL ASSISTED LIVING
SITE PLAN NUMBER: 16PR0158
ADDRESS: 5800 HARBOUR LANE
LATEST PLAN DATE: 5/6/16
DEPT. REC'D. DATE: 5/17/16
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 5/17/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. PROVIDE THE DETAILS FOR THE AUTOMATIC SPRINKLER SYSTEM
RUN-IN AND STUB UP, INCLUDING ALL APPLICABLE NOTES. SEE:
HTTP://WWW.CHESTERFIELD.GOV/PUBLICSAFETY/FIRE/PLANS.ASP
FOR A COPY OF THE DETAILS.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: BRANDERMILL ASSISTED LIVING
SITE PLAN NUMBER: 16PR0158
ADDRESS: 5800 HARBOUR LANE
LATEST PLAN DATE: 7/29/16
DEPT. REC'D. DATE: 8/4/16
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 8/4/16
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 : BRANDERMILL ASSISTED LIVING FACILITY
ADDRESS : 5800, 5801, 5851, & 5861 HARBOR LANE
SITE PLAN NO. : 16PR0158
LATEST PLAN DATE : 10/02/2015 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 10/08/2015
SUBMITTAL NUMBER : 1
REVIEW DATE : 11/3/2015
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. LATITUDE AND LONGITUDE FOR THE PROJECT SITE (IN
DEGREES, MINUTES, SECONDS, TO THE NEAREST 15 SECONDS)
B. NAME OF RECEIVING CHANNEL/WATERS
C. VAHU6 FOUR DIGIT WATERSHED CODE
04. SHOW BOTH EXISTING AND PROPOSED CONTOURS ON THE
DRAINAGE AREA PLAN SHEET (C5.2). (CL-G&D 3)
05. REVISE THE OUTLET PROTECTION DETAIL TO SPECIFY
A MINIMUM OF 24" OF VDOT CL.I RIP-RAP PLACED OVER A
LAYER OF FILTER CLOTH. (CL-G&D 4)
06. PROVIDE THE STRUCTURE TABLES ON THE GRADING AND
DRAINAGE PLAN SHEET (C5.0) (CL-G&D 14)
07. INLET SHAPING STD. IS-1 MUST BE SPECIFIED IN THE
TABULAR DRAINAGE DESCRIPTION FOR EACH MANHOLE AND DROP
INLET IN WHICH IT WAS USED IN THE HYDRAULIC GRADE LINE
CALCULATIONS. (CL-G&D 17)
08. STEPS STD. ST-1 MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER 4 FEET IN
HEIGHT. (CL-G&D 20)
09. SAFETY SLABS (STD. SL-1) MUST BE SPECIFIED IN THE
TABULAR DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER
12 FEET IN HEIGHT.
10. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21)
11. DRY GUTTER IS REQUIRED WHERE RUNOFF FLOWS AWAY FROM TH
FACE OF CURB. THESE AREAS MUST BE CROSS-HATCHED AND A
DETAIL PROVIDED ON THE PLAN FOR CONSTRUCTION OF DRY
GUTTER. (CL-G&D 23)
12. THE SYMBOL USED FOR DRY GUTTER ON THE PLAN VIEW MUST B
SHOWN ADJACENT TO THE DETAIL FOR ITS CONSTRUCTION.
(CL-G&D 24)
13. A DETAIL MUST BE SHOWN ON THE PLANS WHICH DEMONSTRATES
THE ABILITY TO OBTAIN A MINIMUM OF 2' OF HORIZONTAL
BACKFILL BEHIND THE CURBING AND DROP INLETS PRIOR TO
BEGINNING A BACKSLOPE WHICH CANNOT EXCEED 1.5 : 1
WITHOUT ENCROACHING ONTO ANY ADJACENT PROPERTY. THE
DETAIL MUST BE TO SCALE. (CL-G&D 25)
SHOW THE PROPOSED CROSS-SECTION AT STORM STURCTURE 213
WITH THE PROPERTY LINE, TO ENSURE THAT THE PROPOSED
GRADES CAN BE ACHIEVED WITHOUT OFF-SITE GRADING.
14. PROVIDE SITE-SPECIFIC CROSS-SECTION DETAILS OF THE
PROPOSED RETAINING WALLS AT THE FOLLOWING LOCATIONS:
A. STRUCTURE 513 (CAPTURE THE GEOSYNTHETIC REINFORCEMENT
ALLOWANCE FOR THE DROP INLET)
B. STRUCTURE 701 (CAPTURE THE GUARD RAIL, DROP INLET,
AND STORM PIPE 700 IN RELATION TO THE WALL
CONSTRUCTION)
C. STRUCTURE 103 (CAPTURE THE GUARD RAIL, DROP INLET,
AND STORM PIPE 102 IN RELATION TO THE WALL
CONSTRUCTION)
15. THE DRAINAGE AREA MAP SHOWS THE STORM SYSTEM BEGINNING
AT STRUCTURE 807 CONVEYING RUNOFF TO OUTFALL "B".
CORRECT THE MAPS ON SHEETS C5.4 AND C5.5, AS WELL AS
THE ROUTING CALCULATIONS, ACCORDINGLY.
16. THE RRM SUMMARY SHEET FOR DISCHARGE POINT E IS LABELED
AS "UPPER SWIFT CREEK WATERSHED" AND SHOULD BE LABELED
"LOWER SWIFT CREEK WATERSHED".
17. THE SURFACE AREA CALCULATION FOR BIORETENTION 2 ON
SHEET C5.4 SHOULD BE CORRECTED TO THE LEVEL 2
CALCULATION, WHICH IS 1.25(TV)/STORAGE DEPTH.
18. ALL EXISTING AND PROPOSED DRAINAGE EASEMENTS MUST BE
SHOWN. (CL-G&D 27)
19. DRAINAGE EASEMENTS MUST BE SHOWN ALONG ANY STORMWATER
CONVEYANCE SYSTEM WHICH RECEIVES RUNOFF FROM OFFSITE,
FROM A PUBLIC RIGHT OF WAY OR REQUIRES IMPROVEMENTS ON
A DOWNSTREAM PROPERTY OWNER. (CL-G&D 29) THIS APPLIES
TO THE STORM SYSTEM BEGINNING WITH STRUCTURE 703 AND
MUST BE RECORDED TO THE OUTFALL AT THE EXISTING
STRUCTURE 502.
20. THE CONSTRUCTION ENTRANCE MUST BE GRAPHICALLY SHOWN ON
THE PLANS AND CONSTRUCTED AS WIDE AS THE PROPOSED
PERMANENT ENTRANCE. (CL-EC 9)
21. SEDIMENT TRAP #1 IS NOT DESIGNED FOR THE UPPER SWIFT
CREEK WATERSHED REQUIREMENTS (25% LARGER FACILITIES
THAN VESCH DESIGN).
22. SAFETY FENCE (STD. & SPEC 3.01) IS REQUIRED AROUND ALL
SEDIMENT TRAPS AND SEDIMENT BASINS. (CL-EC 15)
PROVIDE A DETAIL IN THE CONSTRUCTION PLANS.
23. SPECIFY LOCATION(S) OF THE SILT FENCE BREAK(S).
ALTERNATIVELY, PROVIDE A NOTE ON THE PLANS STATING:
"THE SILT FENCE BREAKS SHALL BE LOCATED AT THE LOW
POINTS, AS DEEMED NECESSARY IN THE FIELD BY THE
EE INSPECTOR."
24. SHOW THE GRADING FOR EACH SEDIMENT TRAP TYING INTO
THE EXISTING GRADES. A SIGNIFICANT AMOUNT OF
GRADING APPEARS TO BE REQUIRED FOR INSTALLATION OF
SEDIMENT TRAP 1.
25. ENSURE THE PHASE I EROSION & SEDIMENT CONTROL PLAN
SEQUENCE MATCHES THE DEMOLITION PLAN. FOR EXAMPLE,
SEDIMENT TRAP 2 OUTFALLS INTO AN EXISTING MANHOLE THAT
IS NOTED TO BE DEMOLISHED.
26. 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. "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)
27. UPDATE THE MINIMUM STANDARDS ON SHEET C2.10 TO THE
MOST RECENT VERSION, FOUND IN 9VAC25-840-40 OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS.
28. TABLE 3.31-B, FOUND IN THE CURRENT EDITION OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, MUST
ALSO BE PROVIDED ON THE EROSION CONTROL PLAN SHEETS.
(CL-EC 26)
29. IF NECESSARY, A TEMPORARY SLOPE DRAIN (STD. & SPEC.
#3.15) SHOULD BE PROVIDED TO CONVEY RUNOFF FROM THE TO
OF THE FINISHED SLOPE TO THE BOTTOM AND THEN INTO A
SEDIMENT TRAPPING FACILITY WHERE FILL SECTIONS ARE
GREATER THAN 4 FEET. (CL-EC 32)
30. 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)
31. ANY SOIL STOCKPILE AREA MUST BE LOCATED ON THE PLANS.
SILT FENCE MUST BE PROVIDED AROUND THE PERIMETER.
(CL-EC 39)
32. BLANKET AND MATTING MUST BE SPECIFIED ON ALL EXPOSED
SLOPES 3:1 OR GREATER THAT ARE 5 FEET OR GREATER IN
HEIGHT.
33. A 10-FOOT BENCH SHALL BE PROVIDED EVERY 15 VERTICAL
FEET ON SIDE SLOPES 3:1 OR STEEPER.
34. PROVIDE THE SEDIMENT TRAP CONVERSION NOTES FROM
SHEET C5.9 ON THE PHASE II EROSION & SEDIMENT CONTROL
PLAN SHEETS. REFERENCE SHEET C5.9 IN NOTE 3 OF THE
CONVERSION SEQUENCE.
35. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
A. 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)
B. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
C. 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)
36. SHOW ON THE FIRST SHEET, USING A HIGHLY VISIBLE NOTE,
HOW COMPLIANCE WITH THE VIRGINIA STORMWATER MANAGEMENT
REGULATIONS IS ACHIEVED. THE NOTE MUST LIST THE METHO
OF COMPLIANCE TO INCLUDE THE TYPE(S) OF BMP.
37. PROVIDE THE FOLLOWING INFORMATION ON THE STORMWATER
COMPLIANCE SHEET(S):
A. THE CHESTERFIELD COUNTY STORMWATER COMPLIANCE AND
STORMWATER OUTFALL TABLES (FOUND ON THE COUNTY'S
ENVIRONMENTAL ENGINEERING WEBPAGE, UNDER "DOCUMENTS AN
FORMS")
B. DELINEATION OF THE SOIL TYPES (INCLUDE HYDROLOGIC SOIL
GROUP) AND THE THREE LAND COVER CONDITIONS
(FORESTED/OPEN SPACE, MANAGED TURF, IMPERVIOUS)
C. NATURAL VEGETATED AREA EASEMENTS 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
D. BMP AND OUTLET STRUCTURE PROFILE AND DETAILS. THE
PROFILE MUST SPECIFY THE WATER QUALITY, 2 YEAR,
10 YEAR, AND 100 YEAR WATER SURFACE ELEVATIONS WITH
THEIR RESPECTIVE VOLUMES. (CL-CBPA 4F)
E. INCREMENTAL DRAINAGE AREAS TO EACH BMP, AND THE LAND
COVER TYPES WITHIN EACH DRAINAGE AREA (CL-CBPA 4H)
37. THE FOLLOWING COMMENTS APPLY TO THE BIORETENTION NOTES
AND DETAILS ON SHEET C5.9:
A. DIMENSION THE 12" GRAVEL LAYER IN THE BIORETENTION
CROSS-SECTION DETAILS.
B. IN THE NOTE (ON THE BIORETENTION SECTION DETAIL)
REGARDING THE PVC UNDERDRAIN, SPECIFY A 12" GRAVEL
SUMP, IN LIEU OF A 6" SUMP.
C. PROVIDE THE BIORETENTION LANDSCAPE PLAN ON THE
CONSTRUCTION PLANS.
38. ALL SWM/BMP AREAS THAT ARE TO UTILIZE RUNOFF REDUCTION
IN THE DESIGN SHALL BE PROTECTED FROM CONSTRUCTION
TRAFFIC FOR THE DURATION OF THE PROJECT. IF
CONSTRUCTION TRAFFIC IS TO IMPACT THE SWM/BMP AREA,
THEN COMPOST AMENDMENTS OR UNDERDRAINS SHALL BE USED.
THESE AREAS SHALL BE MARKED ON THE PLANS AND IN THE
FIELD TO PREVENT CONSTRUCTION TRAFFIC IMPACTS.
39. SIGNAGE MUST BE PROVIDED FOR ALL RPA AND NATURAL
VEGETATED AREAS TO REMAIN OR TO BE ESTABLISHED.
40. PROVIDE SIGNAGE ADJACENT TO THE BIORETENTION BASINS
TO ENSURE PROPER MAINTENANCE.
41. 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)
42. VEHICULAR SAFETY MEASURES ARE REQUIRED ALONG PARKING
SPACES AND DRIVE AISLES ADJACENT TO RETENTION AND
DETENTION FACILITIES. (CL-CBPA 10)
43. THE UNDERGROUND DETENTION STRUCTURE MUST BE ENCLOSED
WITHIN AN SWM/BMP EASEMENT.
44. 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)
45. THE EASEMENT ENCLOSING THE BIORETENTION FACILITIES MUS
BE LABELED "BIORETENTION BMP EASEMENT".
46. METES AND BOUNDS MUST BE PROVIDED ON THE PLAN SHEET FO
SWM/BMP EASEMENTS AND ACCESS EASEMENTS. (CL-CBPA 16)
47. ALL SWM/BMP FACILITIES WHICH ARE 4 FEET OR LESS IN
DEPTH AND ONE ACRE FEET OR LESS IS SURFACE AREA MUST
PROVIDE A SAFETY BENCH OR BE ENCLOSED WITHIN A 6 FOOT
HIGH PERIMETER FENCE. A VEGETATIVE BARRIER MAY BE
SUBSTITUTED FOR THE FENCE, HOWEVER A PERFORMANCE BOND
MUST BE PROVIDED FOR THE COST AND INSTALLATION OF THE
PLANT MATERIALS. A GATE MUST ALSO BE PROVIDED WHICH
ALIGNS WITH THE 20 FOOT ACCESS EASEMENT. (CL-CBPA 18)
48. THE TOP OF THE DAM FOR THE BMP MUST BE AT LEAST 8 FEET
WIDE. DIMENSION AND LABEL IN THE PROFILE VIEW.
(CL-CBPA 23)
49. 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)
50. A MINIMUM OF 1 FOOT OF FREEBOARD IS REQUIRED BETWEEN
THE TOP OF THE EMBANKMENT AND THE STAGED 100-YEAR
WATER SURFACE ELEVATION IF AN EMERGENCY SPILLWAY IS
SPECIFIED. TWO FEET OF FREEBOARD IS REQUIRED IF THERE
IS NO EMERGENCY SPILLWAY. (CL-CBPA 27)
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)
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. 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)
55. 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)
56. THE FACILITY CERTIFICATION PROCESS SHALL BE PERFORMED
BY AN ENGINEERING/SURVEYING PROFESSIONAL CHOSEN BY THE
COUNTY AT THE OWNERS EXPENSE. (CL-USC 10)
57. 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
58. PRIOR TO PLAN APPROVAL, DOCUMENTATION OF THE OWNER'S
ACQUISITION OF THE NONPOINT NUTRIENT OFFSETS MUST BE
PROVIDED IN A CERTIFICATION FROM THE OFFSET BROKER
DOCUMENTING THE NUMBER OF PHOSPHOROUS NONPOINT NUTRIEN
OFFSETS ACQUIRED AND THE ASSOCIATED RATIO OF NITROGEN
NONPOINT NUTRIENT OFFSETS AT THE OFFSET GENERATING
FACILITY.
59. NOTE THAT THE NONPOINT NUTRIENT OFFSETS USED FOR WATER
QUALITY COMPLIANCE MUST BE GENERATED IN THE SAME OR
ADJACENT EIGHT DIGIT HYDROLOGIC UNIT CODE AS DEFINED B
THE UNITED STATES GEOLOGICAL SURVEY AS THE SITE.
NONPOINT NUTRIENT OFFSETS OUTSIDE THE SAME OR ADJACENT
EIGHT DIGIT HYDROLOGIC UNIT CODE MAY ONLY BE USED IF I
IS DETERMINED THAT NO NONPOINT NUTRIENT OFFSETS ARE
AVAILABLE WITHIN THE SAME OR ADJACENT EIGHT DIGIT
HYDROLOGIC UNIT CODE. IN SUCH CASES, THE NONPOINT
NUTRIENT OFFSETS MUST BE GENERATED WITHIN THE SAME
TRIBUTARY. PROVIDE A HYDROLOGIC UNIT MAP SHOWING THE
LOCATION OF THE PROJECT AND THE OFFSET GENERATING
FACILITY.
60. THE CBPA COMPLIANCE NOTE MUST SPECIFY THE NUMBER OF
PHOSPHOROUS NONPOINT NUTRIENT OFFSETS ACQUIRED
AND THE NAME OF THE OFFSET GENERATING FACILITY.
61. 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.
62. PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY
OWNER(S) ALLOWING FOR GRADING ON THE PROPERTY AS
PROPOSED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT.
63. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
64. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
65. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
66. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
67. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
SURETY FOR THE CONSTRUCTION OF THE PERMANENT BMP(S)
MUST BE POSTED WITH ENVIRONMENTAL ENGINEERING. (COUNTY
CODE, PART II, CHAPTER 8, SEC. 8-16)
68. THE BMP(S) MUST BE CERTIFIED PRIOR TO RELEASE OF THE
BMP PERFORMANCE BOND.
69. 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.
70. 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.
71. 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. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $3400
D. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
E. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================
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==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : BRANDERMILL ASSISTED LIVING FACILITY
ADDRESS : 5800, 5801, 5851, & 5861 HARBOR LANE
SITE PLAN NO. : 16PR0158
LATEST PLAN DATE : 05/06/2016 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 05/11/2016
SUBMITTAL NUMBER : 2
REVIEW DATE : 06/06/2016
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.
PLEASE NOTE THAT WETLANDS AND RPA INFORMATION WERE NOT
INCLUDED WITH THE LATEST SUBMITTAL.
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. EXTEND THE PIPE OUTFALL AND RIPRAP OUTLET PROTECTION
FOR STORM PIPE 201 TO THE LIMITS OF THE WETLANDS.
04. PROVIDE SITE-SPECIFIC CROSS-SECTION DETAILS OF THE
PROPOSED RETAINING WALLS AT THE FOLLOWING LOCATIONS:
A. STRUCTURE 202 (CAPTURE THE GUARD RAIL, FENCE, DROP
INLET IN RELATION TO THE GEOSYNTHETIC REINFORCEMENT,
AND STORM PIPE 201 IN RELATION TO THE WALL
CONSTRUCTION)
B. STRUCTURE 234 (CAPTURE THE GUARD RAIL, FENCE, AND DROP
INLET IN RELATION TO THE GEOSYNTHETIC REINFORCEMENT)
C. STRUCTURE 182 (CAPTURE THE GUARD RAIL AND DROP
INLET IN RELATION TO THE GEOSYNTHETIC REINFORCEMENT)
05. SPECIFY GUARD RAIL ALONG THE PRIVATE ROAD, IN THE
VICINITY OF STORM PIPE 115 (ADJACENT TO THE PROPOSED
RETAINING WALL).
06. LABEL ALL STORM STRUCTURES IN PLAN VIEW ON
SHEET C5.0 (233, 234, 224, 214).
07. THE FOLLOWING COMMENTS PERTAIN TO THE STORM
CALCULATIONS ON SHEET C5.3:
A. ENSURE DRAINAGE AREA AND C-VALUES FOR ALL STORM
SEWER PIPES ARE PROVIDED. MANY DROP INLET
STRUCTURES ARE MISSING THIS INFORMATION.
B. THE HGL CALCULATIONS SHOW THE REDUCTION IN
JUNCTION LOSSES FOR INLET SHAPING APPLIED AT
THE PLASTIC STORM STRUCTURES (112, 114, 122, 124,
132, 134, 142, 222, 224, 226). CLARIFY HOW
THIS IS APPLICABLE (PROVIDE A DETAIL OF THE
STRUCTURE, AS NECESSARY).
08. PROVIDE THE INPUT INFORMATION FOR THE ROUTING
CALCULATIONS. THIS MAY BE SUBMITTED AS A
SEPARATE DOCUMENT.
09. USE A DIFFERENT LINETYPE TO DELINEATE THE
ON-SITE DRAINAGE AREAS TO THE UPPER AND LOWER
SWIFT CREEK WATERSHEDS ON SHEET C5.4.
10. PROVIDE SUPPORTING CALCULATIONS FOR THE ENERGY
BALANCE INFORMATION IN THE STORMWATER OUTFALL
TABLE ON SHEET C5.5. FOR EXAMPLE, THE 10-YEAR
DISCHARGE FROM STRUCTURE 200 IN THE STORM SEWER
DESIGN COMPUTATIONS IS 11.397 CFS, BUT THE
10-YEAR DISCHARGE LISTED ON THE STORMWATER
OUTFALL TABLE ON SHEET C5.5 IS 7.92 CFS.
11. SHOW THE LOCATION OF THE CONCRETE WASHOUT AR
ON THE EROSION & SEDIMENT CONTROL PLAN SHEETS.
12. REVISE THE SEDIMENT TRAP TABLE ON SHEET C2.10 AS
FOLLOWS:
A. LIST "N/A" FOR SEDIMENT TRAP #1 UNDER THE USC AREA
COLUMN, SINCE THIS TRAP IS IN THE LOWER SWIFT CREEK
WATERSHED.
B. CHANGE THE REQUIRED WET AND DRY VOLUMES FOR SEDIMENT
TRAP #2 TO 126 CY, SINCE THIS TRAP IS WITHIN THE
UPPER SWIFT CREEK WATERSHED.
C. PROVIDE ANOTHER COLUMN TITLED "TEMPORARY OUTLET
PIPE INVERT ELEVATION". THE OUTLET PIPE INVERT FOR
BOTH ST#1 AND ST#2 SHOULD BE AT ELEVATION 203.
13. SHOW THE OUTLET PIPES FOR ST#1 AND ST#2 ON SHEET
C2.5 AT ELEVATION 203.
14. THE SAFETY FENCE DETAIL WAS NOT PROVIDED IN THE PLANS,
PROVIDE A DETAIL FOR SAFETY FENCE ON THE EC DETAIL
SHEET.
15. DUE TO THE LARGE AREA OF DEMOLITION REQUIRED FOR THIS
PROJECT, DEMOLITION ACTIVITIES CANNOT OCCUR UNTIL A
LAND DISTURBANCE PERMIT HAS BEEN ISSUED. PROVIDE A
CONSPICUOUS NOTE AT THE TOP OF SHEETS C2.3 AND C2.4
STATING: "A LAND DISTURBANCE PERMIT IS REQUIRED
PRIOR TO DEMOLITION ACTIVITIES. ALL PHASE 1 EC
MEASURES MUST BE IN PLACE BEFORE DEMOLITION CAN
BEGIN."
16. TO ENSURE PROPER CONTRACTOR ESTIMATES FOR BONDS AND
CONSTRUCTION, LABEL EC BLANKET AND MATTING LOCATIONS
ON THE EROSION CONTROL PLAN SHEET(S).
17. REVISE THE SWM/BMP CONVERSION NOTES ON THE E&S
PHASE II PLAN SHEETS (C2.7 AND C2.8) AND REMOVE
REFERENCES TO THE BIORETENTION BASINS. ENSURE
ANY COORDINATION REQUIRED TO INSTALL THE UNDERGROUND
DETENTION STRUCTURE IS INCLUDED IN THE NOTES.
18. REVISE THE CBPA COMPLIANCE NOTE ON THE COVER SHEET AS
FOLLOWS:
A. REVISE THE TITLE OF THE NOTE TO "VSMP COMPLIANCE"
B. REPLACE THE FIRST SENTENCE OF THE NOTE WITH "THIS
SITE MUST MEET THE TECHNICAL CRITERIAL UNDER
PART IIB OF THE VIRGINIA STORMWATER MANAGEMENT
REGULATIONS AND WILL FOLLOW THE REDEVELOPMENT
SCENARIO.
19. SIGNAGE MUST BE PROVIDED FOR ALL RPA AND NATURAL
VEGETATED AREAS TO REMAIN OR TO BE ESTABLISHED.
20. DUE TO THE INCREASED AMOUNT OF DISTURBANCE WITHIN
THE RPA (AS COMPARED TO THE PREVIOUS SUBMITTAL),
A MAJOR WATER QUALITY IMPACT ASSESSMENT (WQIA) MUST
BE SUBMITTED TO WEEDON CLOE OF THE WATER QUALITY
DIVISION OF THIS DEPARTMENT.
21. CLARIFY IF ADDITIONAL CLEARING WILL BE REQUIRED
FOR THE INSTALLATION OF THE PROPOSED WOODEN WALKWAY
BETWEEN THE RESERVOIR AND THE PRIVATE ROAD.
22. PROVIDE A NOTE ON THE EROSION CONTROL SHEETS
SPECIFYING THE PLACEMENT OF PLASTIC OPTIC ORANGE
SAFETY FENCE (STD. & SPEC. 3.01 OF THE VESCH) ALONG
THE LIMITS OF DISTURBANCE WITHIN THE RPA. THE LIMITS
OF THE RPA AND PLACEMENT OF THE SAFETY FENCE SHALL BE
SURVEY LOCATED. (CL-CBPA 9)
23. THE BMP EASEMENT MUST ALSO ENCLOSE THE OUTLET PIPE AND
OUTLET PROTECTION/PLUNGE POOL DOWNSTREAM OF THE
UNDERGROUND DETENTION FACILITY (STRUCTURES 102 - EX 10
TO THE OUTFALL).
24. AN EXISTING INGRESS/EGRESS EASEMENT RECORDED ON DB 238
PG 1040 WILL PROVIDE THE NECESSARY ACCESS FOR THE
COUNTY TO THE PROPOSED SWM/BMP EASEMENT. SHOW THE FUL
LIMITS OF THE EXISTING INGRESS/EGRESS EASEMENT ON THE
EASEMENT PLAN (SHEET C6.0).
25. SHOW THE LIMITS OF THE FEMA FLOODPLAIN. FILLING IN
THE FEMA FLOODPLAIN WILL REQUIRE APPROVAL FROM FEMA
PRIOR TO SITE PLAN APPROVAL.
26. A LICENSE AGREEMENT MAY BE REQUIRED FOR THE
CONSTRUCTION OF THE WOODEN WALKWAY. THIS MUST BE
RECORDED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT.
27. 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)
28. 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)
29. 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)
30. PRIOR TO PLAN APPROVAL, DOCUMENTATION OF THE OWNER'S
ACQUISITION OF THE NONPOINT NUTRIENT OFFSETS MUST BE
PROVIDED IN A CERTIFICATION FROM THE OFFSET BROKER
DOCUMENTING THE NUMBER OF PHOSPHOROUS NONPOINT NUTRIEN
OFFSETS ACQUIRED AND THE ASSOCIATED RATIO OF NITROGEN
NONPOINT NUTRIENT OFFSETS AT THE OFFSET GENERATING
FACILITY.
31. THE VSMP COMPLIANCE NOTE MUST SPECIFY THE NUMBER OF
PHOSPHOROUS NONPOINT NUTRIENT OFFSETS ACQUIRED
AND THE NAME OF THE OFFSET GENERATING FACILITY.
32. 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.
33. PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY
OWNER(S) ALLOWING FOR GRADING ON THE PROPERTY AS
PROPOSED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT.
34. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
35. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
36. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
37. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
38. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
SURETY FOR THE CONSTRUCTION OF THE PERMANENT BMP(S)
MUST BE POSTED WITH ENVIRONMENTAL ENGINEERING. (COUNTY
CODE, PART II, CHAPTER 8, SEC. 8-16)
39. THE BMP(S) MUST BE CERTIFIED PRIOR TO RELEASE OF THE
BMP PERFORMANCE BOND.
40. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
41. 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.
42. 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.
43. 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. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $3400
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 : BRANDERMILL ASSISTED LIVING FACILITY
ADDRESS : 5800, 5801, 5851, & 5861 HARBOR LANE
SITE PLAN NO. : 16PR0158
LATEST PLAN DATE : 07/29/2016 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 08/04/2016
SUBMITTAL NUMBER : 3
REVIEW DATE : 09/07/2016
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.
PLEASE NOTE THAT WETLANDS AND RPA INFORMATION WERE NOT
INCLUDED WITH THE LATEST SUBMITTAL.
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. THE REQUEST FOR SITE-SPECIFIC CROSS-SECTION DETAILS
OF THE RETAINING WALL AT STRUCTURES 202, 234, AND 182
TO BE SHOWN ON THE PLANS INTENDS TO PROVIDE
CLARIFICATION TO THE CONTRACTOR DURING CONSTRUCTION
OF THE RETAINING WALL. THE STORM STRUCTURES,
GUARD RAIL, AND FENCE WILL IMPACT HOW THE GEOTEXTILE
IS INSTALLED IN CONJUNCTION WITH THE RETAINING
WALL.
04. THE STORM SEWER CALCULATIONS USE THE 2-YEAR INTENSITY
VALUES FOR CALCULATING RUNOFF TO PIPES 225, 223,
221, 213, 211, 233, 231, 205, AND 201.
05. THE HGL CALCULATIONS STILL SHOW THE REDUCTION IN
JUNCTION LOSSES FOR INLET SHAPING APPLIED AT
THE PLASTIC STORM STRUCTURES (112, 114, 122, 124,
132, 134, 222, 224, 226).
06. THE CONTECH OUTLET STRUCTURE DETAIL (ON SHEET C5.8)
INDICATES THE WEIR PLATE IS AT ELEVATION 200.60 AND
IS 5'-10.5" WIDE. HOWEVER, THE OUTLET STRUCTURE
DATA PROVIDED IN THE ROUTING CALCULATIONS USE A WEIR
ELEVATION OF 199.75 AND A WEIR WIDTH OF 4.0 FEET.
07. AS PREVIOUSLY REQUESTED, PROVIDE A DETAIL FOR SAFETY
FENCE ON THE EC DETAIL SHEET C2.9.
08. SIGNAGE MUST BE PROVIDED FOR ALL RPA AND NATURAL
VEGETATED AREAS TO REMAIN OR TO BE ESTABLISHED.
SHOW THE LOCATION OF EACH SIGN (SPACED APPROXIMATELY
100' APART ALONG THE EDGE OF DEVELOPMENT, ADJACENT
TO THE RPA).
09. THE MAJOR WQIA MUST BE REVIEWED AND APPROVED BY THE
WATER QUALITY SECTION PRIOR TO SITE PLAN APPROVAL.
10. MOVE THE TULIP TREE (SHOWN ON SHEET L1.1) TO ENSURE A
MINIMUM DISTANCE OF 8 FEET FROM STORM SEWER.
11. CONSIDER MOVING OR REPLACING THE RED MAPLE TREES
PROPOSED NEAR STORM STRUCTURES 212 AND 116 (SHOWN ON
SHEETS L1.0 AND L1.1, RESPECTIVELY). RED MAPLES ARE
KNOWN TO DEVELOP A WIDE ROOT SYSTEM, SO THEY SHOULD NO
BE PLACED NEAR STORM SEWER OR OTHER UTILITY
INFRASTRUCTURE.
12. 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)
13. 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)
14. 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)
15. PRIOR TO PLAN APPROVAL, DOCUMENTATION OF THE OWNER'S
ACQUISITION OF THE NONPOINT NUTRIENT OFFSETS MUST BE
PROVIDED IN A CERTIFICATION FROM THE OFFSET BROKER
DOCUMENTING THE NUMBER OF PHOSPHOROUS NONPOINT NUTRIEN
OFFSETS ACQUIRED AND THE ASSOCIATED RATIO OF NITROGEN
NONPOINT NUTRIENT OFFSETS AT THE OFFSET GENERATING
FACILITY.
16. 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.
17. PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY
OWNER(S) ALLOWING FOR GRADING ON THE PROPERTY AS
PROPOSED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT. THIS APPLIES TO THE WORK WITHIN THE PRIVATE
ROAD (HARBOUR LANE).
18. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
19. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
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(S)
MUST BE POSTED WITH ENVIRONMENTAL ENGINEERING. (COUNTY
CODE, PART II, CHAPTER 8, SEC. 8-16)
23. THE BMP(S) MUST BE CERTIFIED PRIOR TO RELEASE OF THE
BMP PERFORMANCE BOND.
24. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
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. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $3400
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 : BRANDERMILL ASSISTED LIVING FACILITY
ADDRESS : 5800, 5801, 5851, & 5861 HARBOR LANE
SITE PLAN NO. : 16PR0158
LATEST PLAN DATE : 12/09/2016 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 12/28/2016
SUBMITTAL NUMBER : 4
REVIEW DATE : 01/04/2017
RECOMMENDATION : NOT APPROVED
TABLE REVISION : YES
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.
.
PLEASE NOTE THAT WETLANDS AND RPA INFORMATION WERE NOT
INCLUDED WITH THE LATEST SUBMITTAL.
.
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 UPDATED ROUTING CALCULATIONS FOR THE REVISED
CONTECH OUTLET STRUCTURE ELEVATIONS.
.
04. PROVIDE THE RPA SIGN DETAIL ON THE CONSTRUCTION PLANS.
.
05. PROVIDE THE WQIA APPROVAL LETTER ON THE CONSTRUCTION
PLANS.
.
06. MOVE THE RED MAPLE TREES A MINIMUM OF 8 FEET FROM ANY
SHALLOW STORM PIPE.
.
07. 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)
.
08. 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)
.
09. 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)
.
10. PRIOR TO PLAN APPROVAL, DOCUMENTATION OF THE OWNER'S
ACQUISITION OF THE NONPOINT NUTRIENT OFFSETS MUST BE
PROVIDED IN A CERTIFICATION FROM THE OFFSET BROKER
DOCUMENTING THE NUMBER OF PHOSPHOROUS NONPOINT NUTRIEN
OFFSETS ACQUIRED AND THE ASSOCIATED RATIO OF NITROGEN
NONPOINT NUTRIENT OFFSETS AT THE OFFSET GENERATING
FACILITY.
.
11. 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.
.
12. PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY
OWNER(S) ALLOWING FOR GRADING ON THE PROPERTY AS
PROPOSED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT. THIS APPLIES TO THE WORK WITHIN THE PRIVATE
ROAD (HARBOUR LANE).
.
13. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
.
14. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
.
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(S)
MUST BE POSTED WITH ENVIRONMENTAL ENGINEERING. (COUNTY
CODE, PART II, CHAPTER 8, SEC. 8-16)
.
18. THE BMP(S) MUST BE CERTIFIED PRIOR TO RELEASE OF THE
BMP PERFORMANCE BOND.
.
19. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
.
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. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $3400
D. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
E. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================

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