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CASE NO: 17PR0112 STATUS: APPROVED - ADMIN
PROJECT NAME: WAFFLE HOUSE BERMUDA - LAST INTERNET UPDATE: 11/21/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 00 07/29/16 08/19/16 ******** ********
ENVIR.ENGR.-: 01 10/17/16 11/07/16 COMPLETE 11/10/16 CBH 776-7836
FIRE DEPT.--: 01 10/17/16 11/07/16 COMPLETE 11/03/16 AWB 717-6167
HOUSE NUMBER: 00 07/29/16 08/19/16 COMPLETE 08/11/16 AMJ 768-7549
MAPPING/GIS-: 01 10/17/16 11/07/16 COMPLETE 11/07/16 AMJ 768-7549
POLICE DEPT.: 01 10/17/16 11/07/16 ******** ********
PLANNING----: 01 10/17/16 11/07/16 COMPLETE 11/07/16 SCP 751-4321
TRANSPORT.--: 01 10/17/16 11/07/16 COMPLETE 10/21/16 SJA 751-4461
UTIL.PLAN.--: 01 10/17/16 11/07/16 ******** ********
UTILITIES---: 01 10/17/16 11/07/16 ******** 08/05/16 A B 768-7450
UTIL.R.O.W.-: 01 10/17/16 11/07/16 ******** ********
VDOT--------: 01 10/17/16 11/07/16 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANDREW BARNES, P.E. / 804-768-7450
NAME OF PLAN : WAFFLE HOUSE - BERMUDA HUNDRED RD
ADDRESS : 731 BERMUDA HUNDRED ROAD
SUBMISSION DATE : 07/29/16
PLAN DATED : 07/13/16
REVIEW DATE : 08/04/16
SITE PLAN NO. : 17PR0112
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. UTILITIES PROJECT NUMBER 16-0214 SHALL BE PLACED ON
THE LOWER RIGHT HAND CORNER OF EACH SHEET.
2. PLEASE PUT UTILITIES CONTACT ANDREW BARNES, P.E. 768-
7540, BARNESAND@CHESTERFIELD.GOV ON THE COVER SHEET.
3. METER SIZING FORMS MUST BE SIGNED.
4. PLEASE LABEL ALL EXISTING WATER AND SEWER LINES THAT
SHOW UP IN PLAN OR PROFILE VIEW WITH SIZE, MATERIAL, AND
COUNTY PROJECT NUMBER. YOU MAY EMAIL
SWAVAILABILITY@CHESTERFIELD.GOV TO OBTAIN ASBUILT
INFORMATION.
5. WILL IRRIGATION BE PROVIDED FOR THE SITE? IF SO, A
SEPARATE METER SIZING FORM WILL BE REQUIRED AND THE PLANS
WILL NEED TO REFLECT THE ADDITION OF AN IRRIGATION LINE AN
METER.
6. PLEASE RELOCATE THE MATERIAL QUANTITY LIST TO THE COVER
SHEET.
7. INCLUDE A MANHOLE INSERT IN THE MATERIALS LIST, PER TH
WATER AND SEWER DESIGN STANDARDS.
8. INCLUDE CHESTERFIELD UTILITIES STANDARD NOTES, DETAIL
DES-2, EITHER ON THE COVER SHEET OR ON A UTILITIES-RELATED
SHEET.
9. DUE TO THE ONSITE WATER PRESSURE, A PRESSURE REDUCING
VALVE WILL BE REQUIRED ON THE CUSTOMER SIDE OF THE METER.
PLEASE INCLUDE A NOTE ON THE PLAN THAT A PRV WILL BE
REQUIRED.
10. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION
DEVICE (RPZ) WILL BE REQUIRED ON THE CUSTOMER SIDE OF THE
METER AND OUTSIDE THE EASEMENT.
11. IS THE PROPOSED SANITARY ALIGNMENT IDEAL FOR FUTURE
DEVELOPMENT OF THE REMAINING PARCEL? HAS A CONNECTION TO
THE EXISTING SANITARY MANHOLE TO THE WEST OF THE SITE BEEN
CONSIDERED?
12. LABEL THE SECTION OF 1" COPPER WATER SERVICE LINE THA
IS LOCATED WITHIN THE ROW.
13. PERMANENT STRUCTURES SUCH AS THE DUMPSTER WALL AND
BOLLARDS (INCLUDING THE CONCRETE APRON) CANNOT BE LOCATED
WITHIN THE PROPOSED SANITARY EASEMENT. THESE MAY BE
ALLOWED WITHIN THE EASEMENT WITH A LICENSE AGREEMENT. THE
LICENSE AGREEMENT MUST BE REQUESTED AND PREPARED THROUGH
THE UTILITIES ROW SECTION, (804) 748-1362.
14. PRIVATE, CROSS-PARCEL UTILITY EASEMENTS ARE NOT
NORMALLY ALLOWED. PLEASE CONTACT JOAN COURSON WITH THE
UTILITIES ROW SECTION, (804) 748-1362, TO DISCUSS THE
PROCEDURE TO OBTAIN A WATER CONNECTION EXCEPTION. THIS
EXCEPTION REQUIRES BOARD OF SUPERVISORS APPROVAL BEFORE
THESE PLANS CAN BE APPROVED.
15. CONSIDER A 1.5" CORP STOP AND SERVICE LINE (WITH 1"
METER) TO FACILITATE POTENTIAL FUTURE METER UPSIZING.
16. INDICATE THE DEFLECTION ANGLES FOR SAN MH EX1 IN PLAN
VIEW.
17. IDENTIFY THE EXISTING ROW TO THE EAST OF THE SITE WIT
NAME, NUMBER, AND WIDTH.
18. A SANITARY LATERAL WITHIN A PUBLIC EASEMENT OR ROW
MUST BE A MINIMUM OF 6" IN DIAMETER. PLEASE PROVIDE AND
INDICATE A SEGMENT OF 6" LATERAL FROM THE PROPOSED
MONITORING MH A TO THE EASEMENT LINE. CALL OUT THE LIMITS
19. INCLUDE THE PROPOSED GRADE LINE ON THE SANITARY SEWER
PROFILE.
20. PLEASE INCLUDE THE COUNTY PROJECT NUMBER FOR SAN MH
EX1 IN THE PROFILE.
21. IT APPEARS THAT THERE WILL BE LESS THAN 3' OF COVER A
APPROXIMATE STA. 2+50. IF LESS THAN 3.5' OF COVER IS
PROVIDED AT THE SWALE CROSSING, THE SEWER WILL EITHER NEED
TO BE ENCASED IN CONCRETE (DETAIL CAS-5) FROM STA. 2+25 TO
2+75, OR CONSTRUCTED OF DUCTILE IRON PIPE FROM MANHOLE TO
MANHOLE.
22. PLEASE PROVIDE A NOTE IN BOTH PLAN AND PROFILE VIEWS
THAT THE PROPOSED TIE-IN TO SAN MH EX1 SHALL BE MADE
THROUGH CORE DRILLING AND A KOR-N-SEAL CONNECTION.
23. AS A RESULT OF ANY CHANGES TO THE PROPOSED UTILITIES,
PLEASE UPDATE THE MATERIAL QUANTITIES ON THE COVER SHEET
ACCORDINGLY.
24. 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.
25. 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.
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REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANDREW BARNES, P.E. / 804-768-7450
NAME OF PLAN : WAFFLE HOUSE - BERMUDA HUNDRED RD
ADDRESS : 731 BERMUDA HUNDRED ROAD
SUBMISSION DATE : 10/17/16
PLAN DATED : 10/14/16
REVIEW DATE : 10/27/16
SITE PLAN NO. : 17PR0112
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
1 PLEASE REMOVE THE WATERTIGHT FRAME AND COVER FROM THE P
POSED SANITARY MANHOLE. A MANHOLE INSERT, PARSONS PMI3SE
NHOLE INSERT W/ VALVE, GASKET, AND STRAP, SHOULD BE PROVID
INSTEAD. THE MANHOLE INSERT SHOULD BE LISTED
PMI3SE MANHOLE INSERT W/ VALVE, GASKET, AND STRAP, SHOULD
E PROVIDED INSTEAD. THE MANHOLE INSERT SHOULD BE LISTED I
THE MATERIAL QUANTITY LIST.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: WAFFLE HOUSE BERMUDA HUNDRED
SITE PLAN NUMBER: 17PR0112
LATEST PLAN DATE: 07/13/16
DEPT. REC'D. DATE: 08/01/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 08/09/16
RECOMMENDATION: APPROVED
LABEL THE COUNTY CLASSIFICATION (MAJOR ARTERIAL) ON THE
PLANS FOR EAST HUNDRED ROAD (ROUTE 10).
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REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: WAFFLE HOUSE BERMUDA HUNDRED
SITE PLAN NUMBER: 17PR0112
LATEST PLAN DATE: 10/14/16
DEPT. REC'D. DATE: 10/19/16
SUBMITTAL NUMBER: TWO
REVIEW DATE: 10/21/16
RECOMMENDATION: APPROVED
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REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: STEVE PRUSIK/ 751-4321
PLAN NAME: WAFFLE HOUSE BERMUDA HUNDRED ROAD
PLAN NUMBER: 17PR0112
ORIGINAL PLAN DATE: 07/13/16
REVIEW DATE: 08/18/16
LATEST SUBMISSION DATE: 07/29/16
SUBMITTAL NUMBER: 1
STATUS: NOT APPROVED
TABLE REVIEW:
COMMENTS:
ARCHITECTURAL ELEVATIONS: SUBMITTED
LANDSCAPE PLAN: NOT YET SUBMITTED
LIGHTING PLAN: NOT YET SUBMITTED
1. PLEASE PLACE THE COUNTY SITE PLAN NUMBER
(17PR0112) ON THE LOWER RIGHT CORNER OF EACH SHEET.
2. IDENTIFY THE BUILDING AND PARKING SETBACKS FOR
FRONT, SIDE, AND REAR YARDS, AND LABEL THEM ON
THE SITE PLAN ALONG WITH ANY REQUIRED LANDSCAPE
STANDARD TO BE APPLIED THROUGH THE DEVELOPMENT
OF THE LANDSCAPE PLAN. SEC. 19.1-27(F)
3. PER SEC. 19-208(B), MAKE SURE ALL SETBACKS FROM
PUBLIC ROADS ARE MEASURED FROM THE ULTIMATE
RIGHT OF WAY. LABEL THE EXISTING RIGHT OF WAY
AND THE ULTIMATE RIGHT OF WAY ON ALL PUBLIC ROADS
ON THE SITE PLAN, EVEN IF THE ULTIMATE AND EXISTING
RIGHT OF WAY IS THE SAME.
4. PER SEC. 19.1-253, 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
5. PER SEC. 19.1-253, THE TOTAL NUMBER OF TREES IN A
PARKING LOT SHALL BE 1 PER 200 S.F. OF LANDSCAPE
AREA IN THE PARKING LOT. IN THE NOTES, SHOW THE
CALCULATION FOR TOTAL NUMBER OF TREES.
(EXAMPLE: 3000 S.F. LANDSCAPE AREA DIVIDED BY
200 S.F. PER TREE = 15 TREES)
6. PER SEC. 19.1-253, 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.
7. PLEASE DELINEATE SURFACE PARKING SQUARE FOOTAGE
LANDSCAPE AREAS AND LABEL THE SQ FT ON THE PLAN.
8. PER SEC. 19.1-246, AT LEAST A CONCEPTUAL
LANDSCAPING PLAN SHALL BE APPROVED PRIOR TO
RELEASE OF FINAL SITE PLAN APPROVAL. WHETHER THE
PLAN SUBMITTED IS A CONCEPTUAL OR DETAILED
LANDSCAPE PLAN, THE PLAN SHALL COMPLY WITH ALL
REQUIREMENTS OF SEC. 19.1-246.
9. PER SEC. 19.1-246, THE LANDSCAPE PLAN SHALL IDENTIFY
THE STATE REGISTERED LANDSCAPE ARCHITECT,
NURSERYMAN, OR LANDSCAPE DESIGNER PREPARING
THE PLAN.
10. SHOW ALL AREAS OF EXISTING TREES TO REMAIN
(IF ANY) AND CLEARLY LABEL AS SUCH. SEE
SEC. 19.1-246 REGARDING REQUIREMENTS FOR TREE
PRESERVATION.
11. ALL TREES WITHIN THE SETBACK FROM A PUBLIC RIGHT
OF WAY SHALL BE RETAINED UNLESS REMOVAL IS
NECESSARY TO ACCOMMODATE VEHICULAR ACCESS AND/OR
UTILITIES THAT RUN GENERALLY PERPENDICULAR THROUGH
THE SETBACK. THESE TREE SAVE AREAS SHALL BE SHOWN
ON THE EROSION CONTROL, GRADING AND LANDSCAPE PLANS.
12. HEALTHY EXISTING TREES MAY BE CREDITED TOWARD
PLANTING REQUIREMENTS SO LONG AS EXISTING VEGETATION
IS REASONABLY DISTRIBUTED THROUGHOUT THE LENGTH OF
THE SETBACK AREA.
13. REMOVAL OF EXISTING TREES WITHIN THE SETBACK OR
BUFFER WITHOUT WRITTEN APPROVAL FROM THE PLANNING
DEPARTMENT SHALL RESULT IN TWO TREES BEING PLANTING
FOR EACH TREE REMOVED.
14. ANY EXISTING TREES IN SETBACKS THAT ARE APPROVED
FOR REMOVAL SHALL BE SHOWN AS SUCH ON THE EROSION
CONTROL, GRADING AND LANDSCAPE PLANS.
15. PROVIDE STANDARD COUNTY LANDSCAPE NOTES ON
DETAILED LANDSCAPE PLAN.
16. EACH REVIEW OF DETAILED LANDSCAPE PLANS AFTER
APPROVAL OF THE SITE PLAN INCURS A RESUBMITTAL FEE
AND IS TRACKED AS A SITE PLAN REVIEW UNTIL APPROVED.
APPROVAL MUST BE OBTAINED PRIOR TO TEMPORARY
OCCUPANCY OF THE BUILDING.
17. PER SEC. 19.1-249, ALL LANDSCAPED AREAS SHALL BE
PROVIDED WITH A READILY AVAILABLE WATER SUPPLY.
THE COUNTY ACCEPTS EITHER YARD HYDRANTS AND/OR
HOSE BIBS WITHIN 100 FEET OF ALL NEW PLANTINGS OR
AN IRRIGATION SYSTEM FOR ALL AREAS OF NEW PLANTINGS.
18. PER SEC. 19.1-205, 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.
19. PER SEC. 19.1-205, 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.
20. BUILDING ELEVATIONS MUST BE APPROVED PRIOR TO
ISSUANCE OF A BUILDING PERMIT.
21. IN THE ROUTE 10 EAST DESIGN DISTRICT, ARCHITECTURAL
COMPATIBILITY IS REQUIRED BETWEEN PROPOSED ONSITE
BUILDINGS AND BUILDINGS ACROSS A STREET OR WITHIN
THE SAME BLOCK, AS DETERMINED BY THE DIRECTOR OF
PLANNING:
22. THE FIRST SUBMITTAL SHALL INCLUDE A PLAN DATE
(MONTH, DAY & YEAR), AND EACH REVISED SET OF PLANS
SHALL SHOW A REVISION DATE.
NOTES:
1. ANY CHANGE IN THE CURRENT PLAN, WHETHER IT STEMS
FROM DEPARTMENT COMMENTS OR AN ENGINEERING
CHANGE REQUESTED BY THE APPLICANT, MAY GENERATE
ADDITIONAL COMMENTS FROM THE REVIEWING
DEPARTMENTS, RESULTING IN REQUIRED REVISIONS.
*********************************************
*********************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: STEVE PRUSIK/ 751-4321
PLAN NAME: WAFFLE HOUSE BERMUDA HUNDRED ROAD
PLAN NUMBER: 17PR0112
ORIGINAL PLAN DATE: 07/13/16
REVIEW DATE: 11/07/16
LATEST SUBMISSION DATE: 10/14/16
SUBMITTAL NUMBER: 2
STATUS: APPROVED WITH COMMENTS
TABLE REVIEW:
COMMENTS:
ARCHITECTURAL ELEVATIONS: APPROVED PER
08/19/2016 ELEVATION
LANDSCAPE PLAN: APPROVED
LIGHTING PLAN: APPROVED
1. ON THE LANDSCAPE PLAN, PLANNING RECOMMENDS
MOVING THE UPPER MOST BLACKGUM (IN THE CLUSTER
OF THREE) TO THE MIDDLE OF THE PARKING LOT
(BETWEEN THE LIGHT POLES) CENTERED ON THE
BUILDING TO PROVIDE BETTER SHADE DISTRIBUTION
ACROSS THE PARKING LOT.
2. BUILDING ELEVATIONS MUST BE APPROVED PRIOR TO
ISSUANCE OF A BUILDING PERMIT.
NOTES:
1. ANY CHANGE IN THE CURRENT PLAN, WHETHER IT STEMS
FROM DEPARTMENT COMMENTS OR AN ENGINEERING
CHANGE REQUESTED BY THE APPLICANT, MAY GENERATE
ADDITIONAL COMMENTS FROM THE REVIEWING
DEPARTMENTS, RESULTING IN REQUIRED REVISIONS.
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REVIEW DEPARTMENT: IST / GIS
REVIEWER : AMY JOHANSON 768-7549
NAME OF PLAN : WAFFLE HOUSE - 731 BERMUDA HUNDRED RD
PLAN NO. : 17PR0112
LATEST PLAN DATE : 7/13/16
RECEIVED DATE : 8/3/16
SUBMITTAL NUMBER : 1
REVIEW DATE : 8/11/16
RECOMMENDATION : APPROVED
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==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : WAFFLE HOUSE BERMUDA HUNDRED
CASE NUMBER : 17PR0112
LATEST PLAN DATE : 10/14/16
RECEIVED DATE : 10/26/16
SUBMITTAL NUMBER : 2
REVIEW DATE : 11/7/17
ADDRESS : 13143 KINGSTON AVE
STATUS : APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. THE ADDRESS FOR THE WAFFLE HOUSE WILL BE 13143
KINGSTON AVE.
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DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: AMY JOHANSON
PHONE NUMBER: 768-7549
CASE NUMBER: 17PR0112
NAME OF PLAN: WAFFLE HOUSE - 731 BERMUDA HUNDRED RD
ADDRESS:
DATE OF REVIEW: 8/11/16 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).
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: WAFFLE HOUSE 731 BERMUDA HUNDRED
SITE PLAN NUMBER: 17PR0112
ADDRESS: 731 BERMUDA HUNDRED ROAD
LATEST PLAN DATE: 7/13/16
DEPT. REC'D. DATE: 8/1/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 8/4/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. A FIRE HYDRANT NEEDS TO BE LOCATED WITHIN 250 FEET OF
THE BUILDING AS TRAVELED BY VEHICLE.
REVIEW DOES NOT INDICATE PROPER NUMBER AND OR LOCATION
OF FIRE HYDRANTS. THE NUMBER OF FIRE HYDRANTS REQUIRED
SHALL BE BASED ON THE INTERNATIONAL FIRE CODE - SECTION
C105 AND TABLE C105.1 FOR AVERAGE SPACING BETWEEN FIRE
HYDRANTS AND MAXIMUM DISTANCE FROM ANY POINT ON A STREET
OR ROAD FRONTAGE TO A FIRE HYDRANT. A MINIMUM DISTANCE OF
40 FEET SHALL BE PROVIDED BETWEEN FIRE HYDRANTS AND
BUILDING EXTERIOR WALL AND FIRE HYDRANTS SHALL BE
LOCATED AT A MAXIMUM DISTANCE OF 50 FEET BETWEEN HYDRANT
AND FIRE DEPARTMENT CONNECTION FOR ANY PROPOSED FIRE
SPRINKLER SYSTEM OR STANDPIPE SYSTEM.
2. SHOW THE NODE MAP AND RESULTS TABLE FOR THE PROPOSED
OR EXISTING HYDRANTS ON SITE SHOWING THE MAXIMUM FIRE
FLOW CAN BE ACHIEVED. WHEN MULTIPLE FIRE HYDRANTS ARE
USED THE COMBINED FLOW MUST BE SIMULTANEOUS.
3. PROVIDE THE CHESTERFIELD COUNTY STANDARD FIRE LANE
DETAIL ON THE PLAN.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: WAFFLE HOUSE 731 BERMUDA HUNDRED
SITE PLAN NUMBER: 17PR0112
ADDRESS: 731 BERMUDA HUNDRED ROAD
LATEST PLAN DATE: 10/14/16
DEPT. REC'D. DATE: 10/20/16
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 11/08/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
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REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : WAFFLE HOUSE
ADDRESS : 731 BERMUDA HUNDRED ROAD
SITE PLAN NO. : 17PR0112
LATEST PLAN DATE : 07/13/2016
DEPT. REC'D DATE : 08/01/2016
SUBMITTAL NUMBER : 1
REVIEW DATE : 08/12/2016
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. LATITUDE AND LONGITUDE FOR THE PROJECT SITE (IN DECIMA
DEGREES TO 4 DECIMAL PLACES)
B. NAME OF RECEIVING CHANNEL/WATERS
C. VAHU6 FOUR DIGIT WATERSHED CODE
D. TOTAL ON-SITE IMPERVIOUS COVER IN SQUARE FEET (NOT
INCLUDING VDOT RIGHT-OF-WAY IMPERVIOUS COVER).
04. ON THE DRAINAGE AREA MAP, SHOW THE FULL LIMITS OF
THE DRAINAGE AREA TO THE PROPOSED DITCH/SWALE
THAT CONVEYS RUNOFF TO THE NORTHERN INLET OF THE
EXISTING BASIN.
05. ALL ROOF WATER AND DOWNDRAINS MUST BE COLLECTED AND
DISCHARGED IN A NON-ERODIBLE MANNER. (CL-G&D 6)
06. CALCULATIONS MUST BE SUBMITTED TO SUPPORT THE DESIGN O
ALL PROPOSED CULVERTS, OPEN DITCHES, DROP INLETS, AND
STORM SEWERS ON VDOT STANDARD CALCULATION SHEETS.
(CL-G&D 11) THIS APPLIES TO THE PROPOSED
DITCH TO THE NORTH AND EAST OF THE WAFFLE HOUSE, AND
TO THE SWALE TO THE SOUTH OF THE WAFFLE HOUSE.
THE MAXIMUM VELOCITY ALLOWABLE ON BARE EARTH IS
3.5 FPS. VELOCITIES BETWEEN 3.5 FPS AND 4.0 FPS
REQUIRE A JUTE LINING AND ANY VELOCITIES GREATER
THAN 4.0 FPS REQUIRE A STRUCTURAL LINING OF EITHER
RIP RAP OR CONCRETE. (CL-G&D 5)
07. PROVIDE A 2-FOOT PAVED FLUME AT THE CURB CUT ON THE
SOUTHWESTERN CORNER OF THE PARKING LOT. PROVIDE A
DETAIL/CROSS-SECTION OF THE FLUME IN THE PLANS.
08. SPECIFY A 2-FOOT THICK LAYER OF EC-1 OUTLET
PROTECTION OVER A LAYER OF GEOTEXTILE AT THE PAVED
FLUME OUTLET AND AT THE DITCH OUTFALL INTO THE
EXISTING BASIN.
09. ALL EXISTING AND PROPOSED DRAINAGE EASEMENTS MUST BE
SHOWN. (CL-G&D 27)
10. 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)
11. A SEPARATE PLAN SHEET MUST BE ADDED WHICH ONLY SHOWS
ALL PROPOSED EASEMENTS AND RIGHT OF WAY TO BE
DEDICATED. METES AND BOUNDS MUST BE PROVIDED.
(CL-G&D 30)
12. BITUMINOUS CURBING (STD. MC-3A) IS REQUIRED ALONG THE
EDGE OF PAVEMENT SEPARATING THE DIFFERENT PHASES OF TH
PROJECT. (CL-G&D 32) THIS APPLIES TO THE END OF THE
ACCESS DRIVE ALONG THE NORTH OF THE WAFFLE HOUSE
PROPERTY.
===================== EROSION CONTROL ===================
13. REVISE THE TITLE FOR SHEET C100 TO "E&SC PHASE I AND
DEMO PLAN".
14. REVISE THE TITLE FOR SHEET C300 TO "E&SC PHASE II AND
GRADING PLAN".
15. PROVIDE THE PHASE 2 SEQUENCE OF CONSTRUCTION ON SHEET
C300.
16. A NOTE MUST BE ADDED TO THE SEQUENCE OF CONSTRUCTION
STATING THAT THE VSMP CONSTRUCTION ACTIVITY OPERATOR
AND THE ENVIRONMENTAL INSPECTOR (OR AUTHORIZED
REPRESENTATIVE) MUST ATTEND THE PRE-CONSTRUCTION
MEETING.
17. SPECIFY A BREAK IN THE SILT FENCE AT THE EXISTING
INFLOW POINT TO THE BASIN (WESTERNMOST SIDE OF THE
BASIN).
18. 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)
19. 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)
20. SPECIFY SOIL STABILIZATION BLANKETS & MATTING (STD &
SPEC 3.36 OF THE VESCH) ALONG THE SIDE SLOPES OF THE
PROPOSED DITCH.
21. PROVIDE A NOTE IN THE SEQUENCE OF CONSTRUCTION STATING
THAT THE EXISTING BASIN MUST BE CLEANED OF SEDIMENT
FROM CONSTRUCTION ACTIVITIES PRIOR TO RELEASE OF THE
EROSION CONTROL BOND.
22. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
A. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT. (CL-EC 42A)
B. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER/BMP
DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE
OF A BUILDING PERMIT FOR THIS PROJECT. (CL-EC 42B)
C. 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)
D. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
E. 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)
===============CBPA/STORMWATER MANAGEMENT ================
23. THE SITE AREA IS TYPICALLY DEFINED AS THE TOTAL AREA
OF DISTURBANCE, AND NOT THE FINAL AREA OF DEVELOPMENT.
IN THIS CASE, THE DISTURBED AREA FOR THE SANITARY SEWE
AND WATER LINE (OUTSIDE THE DISTURBED AREA FOR GRADING
MAY BE ELIMINATED FROM THE SITE AREA. REVISE THE
VRRM SPREADSHEET ACCORDINGLY.
24. THE VRRM SPREADSHEET INDICATES THAT THE DEVELOPMENT
IS WITHIN SOILS OF HYDROLOGIC GROUP A, WHILE THE
WEB SOIL SURVEY OF THIS SITE AND THE TABLE PROVIDED
ON SHEET C100 SHOW THAT THE SOILS ARE OF GROUP C.
REVISE THE SPREADSHEET ACCORDINGLY.
25. REVISE THE CBPA NOTE ON THE COVER SHEET (GENERAL
NOTE #9) IN ACCORDANCE WITH THE PREVIOUS COMMENT.
26. DELETE THE MS-19 COMPLIANCE TABLE AND THE CBPA/MS-4
TABLE FROM SHEET C102, AS THESE ARE SUPPORTING
INFORMATION FOR PART IIC PROJECTS. PROVIDE INSTEAD
THE CHESTERFIELD COUNTY STORMWATER COMPLIANCE AND
STORMWATER OUTFALL TABLES (FOUND ON THE COUNTY'S
ENVIRONMENTAL ENGINEERING WEBPAGE, UNDER "DOCUMENTS AN
FORMS").
27. PROVIDE A DIMENSIONED DETAIL OF THE EXISTING RISER
TO SUPPORT THE OUTLET DEVICE INFORMATION IN THE ROUTIN
CALCULATIONS.
28. 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)
29. 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)
30. 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)
31. A TRASH RACK MUST BE PROVIDED FOR THE RISER ASSEMBLY.
A DETAIL IS REQUIRED. (CL-CBPA 30)
32. A DETAIL MUST BE PROVIDED ON THE PLAN SHOWING THE
METHOD OF SECURING THE METAL TRASH RACK / ANTI VORTEX
DEVICE TO THE CONCRETE RISER PIPE. (CL-CBPA 31)
33. 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)
============== NONPOINT NUTRIENT OFFSETS ===============
34. 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.
======================= CLOSING ========================
35. 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.
36. 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.
37. 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)
38. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
39. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
40. 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)
41. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
42. 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) THIS APPLIES TO THE
CONVERSION OF THE RISER.
43. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
44. 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.
45. 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.
46. 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 $2700.
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 : WAFFLE HOUSE
ADDRESS : 731 BERMUDA HUNDRED ROAD
SITE PLAN NO. : 17PR0112
LATEST PLAN DATE : 10/14/16 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 10/19/16
SUBMITTAL NUMBER : 2
REVIEW DATE : 11/10/16
RECOMMENDATION : NOT APPROVED
TABLE REVISION : YES
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. THE DITCH CALCULATION FOR THE NORTHERN DITCH INTO THE
BMP SHOULD INCLUDE THE PORTION OF THE 4.37-ACRE
DRAINAGE AREA CONVEYED TO THE POND.
THE MAXIMUM VELOCITY ALLOWABLE ON BARE EARTH IS
3.5 FPS. VELOCITIES BETWEEN 3.5 FPS AND 4.0 FPS
REQUIRE A JUTE LINING AND ANY VELOCITIES GREATER
THAN 4.0 FPS REQUIRE A STRUCTURAL LINING OF EITHER
RIP RAP OR CONCRETE. (CL-G&D 5)
04. THE TOTAL DISTURBED AREA IS THE BASIS FOR THE
ENERGY BALANCE CALCULATIONS. IN THIS CASE, THE
TOTAL DISTURBED AREA IS LISTED AS 1.8 ACRES ON THE
COVER SHEET (1.2 ACRE SITE AREA). THEREFORE, AN
IMPROVEMENT FACTOR (I.F.) OF 0.8 MUST BE USED IN THE
ENERGY BALANCE CALCULATIONS.
05. MOVE GRADING NOTES 4-7 ON SHEET C300 TO SHEET C100,
TO ENSURE THEY ARE MORE PROMINENT.
06. MOVE THE BMP CONSTRUCTION NOTE FROM SHEET C101 TO
SHEET C100, AS WELL.
============== NONPOINT NUTRIENT OFFSETS ===============
07. 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.
======================= CLOSING ========================
08. 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.
09. 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.
10. 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)
11. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
12. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
13. 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)
14. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
15. 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) THIS APPLIES TO THE
CONVERSION OF THE RISER.
16. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
17. 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.
18. 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.
19. 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 $2700.
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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