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CASE NO: 17PR0120 STATUS: PENDING APPROVAL
PROJECT NAME: DEER RUN SHOPPING CE - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 00 08/10/16 08/31/16 ******** ********
ENVIR.ENGR.-: 02 11/06/17 12/01/17 ******** 08/29/16 DLD 706-2031
FIRE DEPT.--: 02 11/06/17 12/01/17 COMPLETE 11/16/17 AWB 717-6167
MAPPING/GIS-: 02 11/06/17 12/01/17 COMPLETE 11/16/17 AMJ 768-7549
POLICE DEPT.: 02 11/06/17 12/01/17 ******** ********
PLANNING----: 02 11/06/17 12/01/17 ******** 08/23/17 BSM 717-6143
TRANSPORT.--: 02 11/06/17 12/01/17 ******** 08/08/17 SJA 751-4461
UTIL.PLAN.--: 02 11/06/17 12/01/17 ******** ********
UTILITIES---: 02 11/06/17 12/01/17 ******** 08/09/17 M L 748-1338
UTIL.R.O.W.-: 02 11/06/17 12/01/17 ******** ********
VDOT--------: 02 11/06/17 12/01/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON P.E. / 804-748-1338
NAME OF PLAN : DEER RUN SHOPPING CENTER ENTRANCE
ADDRESS : 13979 RAISED ANTLER CIR
SUBMISSION DATE : 8/10/16
PLAN DATED : 6/17/16
REVIEW DATE : 8/12/16
SITE PLAN NO. : 17PR0120
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
1. UTILITIES PROJECT NUMBER 16-0225 SHALL BE PLACED ON
THE LOWER RIGHT HAND CORNER OF EACH SHEET.
2. PLEASE PUT UTILITIES CONTACT MIKE LARSON, P.E. 748-
1338 ON THE COVER SHEET.
3. 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.
4. PLEASE PROVIDE THE MATERIAL QUANTITY LIST TO THE COVER
SHEET.
5. ON SHEET C3.0, INDICATE WITH AN ARROW THE LOCATION OF
THE MAIN LINE VALVES THAT MUST BE OPERATED TO TURN OFF THE
24-INCH WATER MAIN SO THAT THE HYDRANT VALVE CAN BE
REMOVED. ONE VALVE IS SHOWN ON THE PLANS, THE NEAREST
VALVE TO THE SOUTH IS AT THE INTERSECTION OF SPRING RUN AN
MCENNALY RD. PROVIDE A NOTE TO COORDINATE WITH
CHESTERFIELD UTILITIES FOR THE SHUT DOWN.
.
6. THE VALVE ON THE HYDRANT TEE MUST BE REMOVED AND A NEW
6-INCH GATE VALVE AND BOX AND NEW FIRE HYDRANT ARE
REQUIRED. THE NEW 6 INCH DI FEED LINE MUST BE CALLED OUT
TO BE RESTRAINED JOINT PIPE
7. 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 MIKE LARSON
(LARSONM@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 # : MIKE LARSON P.E. / 804-748-1338
NAME OF PLAN : DEER RUN SHOPPING CENTER ENTRANCE
ADDRESS : 13979 RAISED ANTLER CIR
SUBMISSION DATE : 8/3/17
PLAN DATED : 7/26/17
REVIEW DATE : 8/8/17
SITE PLAN NO. : 17PR0120
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
DUE TO THE AGE OF THIS WATER LINE, IT IS LIKELY THAT THE V
VE IS NOT RESTRAINED TO THE HYDRANT TEE EXCEPT POSSIBLY WI
THREADED RODS, WHICH ARE LIKELY TO BE DETERIORATED. FOR
IS REASON, A MAIN LINE SHUTDOWN WILL BE REQUIRED. ON SHEE
C3.0, INDICATE WITH AN ARROW THE LOCATION OF THE MAIN LINE
ALVES THAT MUST BE OPERATED TO TURN OFF THE 24-INCH WATER
IN SO THAT THE HYDRANT VALVE CAN BE REMOVED. ONE VALVE IS
HOWN ON THE PLANS, THE NEAREST VALVE TO THE SOUTH IS AT TH
INTERSECTION OF SPRING RUN AND MCENNALY RD. PROVIDE A NOT
TO COORDINATE WITH CHESTERFIELD UTILITIES FOR THE SHUT DOW
THE VALVE ON THE HYDRANT TEE MUST BE REMOVED AND A NEW
6-INCH GATE VALVE AND BOX AND NEW FIRE HYDRANT ARE
REQUIRED.
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REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: DEER RUN SHOPPING CENTER ENTRANCE
SITE PLAN NUMBER: 17PR0120
LATEST PLAN DATE: 06/17/16
DEPT. REC'D. DATE: 08/11/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 08/24/16
RECOMMENDATION: APPROVED
LABEL THE COUNTY CLASSIFICATION (MAJOR ARTERIAL) ON THE
PLANS FOR NORTH SPRING RUN RD.
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REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: DEER RUN SHOPPING CENTER ENTRANCE
SITE PLAN NUMBER: 17PR0120
LATEST PLAN DATE: 07/26/17
DEPT. REC'D. DATE: 08/08/17
SUBMITTAL NUMBER: TWO
REVIEW DATE: 08/08/16
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: RIGHT-OF-WAY DEDICATION
.
PRIOR TO SITE PLAN APPROVAL, DEDICATE RIGHT-OF-WAY ALONG
NORTH SPRING RUN ROAD.
==========================================================
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REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: BRAD MORRISON / 717-6143
PLAN NAME: DEER RUN SHOPPING CENTER ENTRANCE
PLAN NUMBER : 17PR0120
ORIGINAL PLAN DATE: 6/17/16
REVISION DATE:
LATEST SUBMISSION DATE: 8/10/16
REVIEW DATE: 9/2/16
SUBMITTAL NUMBER : 1
STATUS: REVISIONS REQUIRED
1. SPECIFY THE ZONING DISTRICT FOR THE SITE AND
ANY ZONING CASE(S) THAT ESTABLISHED THE ZONING
FOR THE SITE.[SEC. 19.1-27.F]. ZONING FOR THE
PROPOSED PROJECT AREA INCLUDES RMF IN ADDITION
TO C-2. REFERENCE CASE # 16SN0554.
2. SHOW ON THE PLANS ALL ADJACENT PROPERTIES WITH
OWNER NAMES, ZONING, AND CURRENT USES.
[SEC. 19.1-27.F]. THIS INFORMATION MUST BE
PROVIDED FOR PROPERTIES ADJACENT 726-670-1584.
3. PER SEC'S. 19.1-235 & 236, SHOW YOUR CALCULATION
FOR THE REQUIRED NUMBER OF PARKING SPACES FOR
ALL USES ON THE SITE. THIS REQUIREMENT APPLIES
TO THE ADJACENT SHOPPING CENTER ON PARCEL
725-671-5911 DUE TO SPACES BEING REMOVED TO
ACCOMMODATE THE NEW ACCESS ROAD.
*********************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: BRAD MORRISON / 717-6143
PLAN NAME: DEER RUN SHOPPING CENTER ENTRANCE
PLAN NUMBER : 17PR0120
ORIGINAL PLAN DATE: 6/17/16
REVISION DATE: 7/26/17
LATEST SUBMISSION DATE: 8/2/17
REVIEW DATE: 8/23/17
SUBMITTAL NUMBER : 2
STATUS: REVISIONS REQUIRED.
TABLE REVIEW: YES
.
1. 50' BUFFER IS REQUIRED PER 16SN0554. LANDSCAPE
CRITERIA C MUST BE UTILIZED WITH THE EVERGREEN
TREES SUBSTITUTED FOR SMALL DECIDUOUS TREES.
A LANDSCAPE PLAN IS REQUIRED AND MUST ADDRESS
REMOVAL OF TREES FROM GRADING ACTIVITIES PER
19.1-249. RETAINED TREES MAY BE COUNTED TOWARDS LANDSCAPIN
REQUIREMENTS PER 19.1-247. VISUAL ENHANCEMENTS OF BMP
SHALL BE ADDRESSED IN LANDSCAPE PLAN PER 19.1-212.
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : AMY JOHANSON 768-7549
NAME OF PLAN : DEER RUN SHOPPING CENTER ENTRANCE
PLAN NUMBER : 17PR0120
LATEST PLAN DATE : 6/17/16
RECEIVED DATE : 8/12/16
SUBMITTAL NUMBER : 1
REVIEW DATE : 8/26/16
RECOMMENDATION : GIS REVIEW NOT NECESSARY
F
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==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : AMY JOHANSON (N) 768-7549
NAME OF PLAN : DEER RUN SHOPPING CENTER ENTRANCE
PLAN NUMBER : 17PR0120
LATEST PLAN DATE : 7/26/17
RECEIVED DATE : 8/7/17
SUBMITTAL NUMBER : 2
REVIEW DATE : 8/7/17
RECOMMENDATION : GIS REVIEW NOT NECESSARY
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : AMY JOHANSON 768-7549
NAME OF PLAN : DEER RUN SHOPPING CENTER ENTRANCE
PLAN NUMBER : 17PR0120
LATEST PLAN DATE : 11/2/17
RECEIVED DATE : 11/8/17
SUBMITTAL NUMBER : 2
REVIEW DATE : 11/16/16
RECOMMENDATION : GIS REVIEW NOT NECESSARY
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: AMY JOHANSON
PHONE NUMBER: 768-7549
CASE NUMBER: 17PR0120
NAME OF PLAN: DEER RUN SHOPPING CENTER ENTRANCE
ADDRESS:
DATE OF REVIEW: 8/26/16 REVIEW # 1
STATUS: HOUSE NUMBERING REVIEW NOT NECESSARY
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: DEER RUN SHOPPING CENTER ENTRANCE
SITE PLAN NUMBER: 17PR0120
ADDRESS: 13581 RAISED ANTLER CIRCLE
LATEST PLAN DATE: 6/17/16
DEPT. REC'D. DATE: 8/11/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 8/11/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE SITE PLAN IS APPROVED AS SUBMITTED.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: DEER RUN SHOPPING CENTER ENTRANCE
SITE PLAN NUMBER: 17PR0120
ADDRESS: 13581 RAISED ANTLER CIRCLE
LATEST PLAN DATE: 7/26/17
DEPT. REC'D. DATE: 8/10/17
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 8/10/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE SITE PLAN IS APPROVED AS SUBMITTED.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: DEER RUN SHOPPING CENTER ENTRANCE
SITE PLAN NUMBER: 17PR0120
ADDRESS: 13581 RAISED ANTLER CIRCLE
LATEST PLAN DATE: 11/2/17
DEPT. REC'D. DATE: 11/16/17
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 11/16/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE SITE PLAN IS APPROVED AS SUBMITTED.
==========================================================
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REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : DEER RUN SHOPPING CENTER ENTRANCE
ADDRESS : 13851 & 13979 RAISED ANTLER CIRCLE
SITE PLAN NO. : 17PR0120
LATEST PLAN DATE : JUNE 17, 2016
DEPT. REC'D DATE : AUGUST 10, 2016
SUBMITTAL NUMBER : 1
REVIEW DATE : AUGUST 29, 2016
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : NO
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL
FEATURES INCLUDING BUT NOT LIMITED TO WETLANDS,
SURFACE WATERS (E.G. VSMP PERMIT FOR CONSTRUCTION
SITES, GROUND WATER AND AIR QUALITY) FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. PROVIDE THE FOLLOWING INFORMATION ON THE COVER SHEET:
A. TOTAL ON-SITE IMPERVIOUS COVER IN SQUARE FEET (NOT
INCLUDING VDOT RIGHTS-OF-WAY).
04. INVERT ELEVATIONS MUST BE SHOWN FOR ALL DRAINAGE
STRUCTURES. (CL-G&D 15)
05. 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)
06. STEPS STD. ST-1 MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER 4 FEET IN
HEIGHT. (CL-G&D 20)
07. 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)
08. ENSURE ALL STREET NAMES HAVE BEEN APPROVED BY THE
RICHMOND REGIONAL PLANNING DISTRICT COMMISION (RRPDC)
STREET NAME CLEARINGHOUSE.
09. IF PHASING IS DESIRED, PHASE LINES MUST BE SHOWN AND
A PHASED EROSION CONTROL PLAN AND NARRATIVE MUST BE
PROVIDED. (CL-G&D 31)
10. BITUMINOUS CURBING (STD. MC-3A) IS REQUIRED ALONG THE
EDGE OF PAVEMENT SEPARATING THE DIFFERENT PHASES OF TH
PROJECT. (CL-G&D 32)
11. APPROVAL OF THE SITE PLAN BY THE PRIVATE UTILITY
COMPANY IN RELATION TO ITS EASEMENT AND FACILITIES
THEREIN MUST BE PROVIDED PRIOR TO SITE PLAN APPROVAL.
12. A STREET SIGN FEE OF $150 PER ROAD INTERSECTION MUST B
PROVIDED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT.
13. A NOTE MUST BE ADDED TO THE SEQUENCE OF CONSTRUCTION
STATING THAT THE CERTIFIED RESPONSIBLE LAND DISTURBER
(CRLD) MUST ATTEND THE PRE-CONSTRUCTION MEETING.
(CL-EC 5)
14. 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.
15. THE DRAINAGE AREA, SPILLWAY LENGTH, AND DIMENSIONS
NECESSARY TO ACHIEVE THE REQUIRED STORAGE VOLUMES IN
ACCORDANCE WITH STD. & SPEC. 3.13 MUST BE SHOWN. THE
ELEVATIONS OF THE TRAP BOTTOM, TOP OF WET VOLUME, TOP
OF DRY VOLUME, AND TOP OF EMBANKMENT MUST BE SHOWN
ON THE SEDIMENT TRAP DETAIL. (CL-EC 12)
16. A MINIMUM 10' BREAK MUST BE PROVIDED IN THE LOW AREA O
THE SILT FENCE . THE BREAK MUST BE BACKFILLED WITH
STONE TO WITHIN 1' OF THE TOP OF THE SILT FENCE TO
SERVE AS AN OVERFLOW. A DETAIL MUST BE SHOWN.
(CL-EC 16)
17. BLANKET AND MATTING MUST BE SPECIFIED ON ALL EXPOSED
SLOPES 3:1 OR GREATER THAT ARE 5 FEET OR GREATER IN
HEIGHT.
18. TABLE 3.31-B AND TABLE 3.32-D, FOUND IN THE CURRENT
EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK, MUST BE PROVIDED ON THE EROSION CONTROL PLAN
SHEETS. (CL-EC 26)
19. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
A. ALL OFFSITE AND ONSITE DRAINAGE EASEMENTS MUST BE
RECORDED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMI
FOR THIS PROJECT. (CL-EC 42A)
B. A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT
PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT.
(CL-EC 42D)
C. 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)
20. A STORMWATER COMPLIANCE SHEET(S) IS REQUIRED FOR
PROJECTS UTILIZING PART IIB OF THE CURRENT VIRGINIA
STORMWATER REGULATIONS. THE FOLLOWING INFORMATION IS
REQUIRED TO BE SHOWN ON THE 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. ENERGY BALANCE AND OUTFALL ANALYSIS FOR EACH OUTFALL
FOR THE PROJECT
C. DELINEATION OF THE SOIL TYPES (INCLUDE HYDROLOGIC SOIL
GROUP) AND THE THREE LAND COVER CONDITIONS
(FORESTED/OPEN SPACE, MANAGED TURF, IMPERVIOUS)
D. 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
E. DRAINAGE AREA MAP SHOWING:
1) DRAINAGE AREA(S) TO WHERE THE SITE OUTFALL(S) MEET
ENERGY BALANCE FOR THE CHANNEL PROTECTION ANALYSIS
AND WHERE THE SITE MEETS 10-YEAR POST TO 10-YEAR
PRE FOR FLOOD PROTECTION
2) WHERE THE SITE IS 1% OR LESS THAN THE ENTIRE
DRAINAGE AREA, OR;
3) WHERE THE UNATTENUATED FLOW IS 1% OR LESS THAN THE
FLOW AT THAT POINT, OR;
4) WHERE THE FLOW FROM THE SITE AND ITS DOWNSTREAM ARE
REACHES A NATURAL STORMWATER CONVEYANCE SYSTEM FOR
THE 2-YEAR STORM, AND WHERE THE FLOW FROM THE SITE
AND ITS DOWNSTREAM AREA REACHES A DOCUMENTED
FLOODPLAIN (COUNTY OR FEMA) FOR THE 10-YEAR STORM
F. PROVIDE CHANNEL AND FLOOD PROTECTION CALCULATIONS
21. SIGNAGE MUST BE PROVIDED FOR ALL RPA AND NATURAL
VEGETATED AREAS TO REMAIN OR TO BE ESTABLISHED.
22. 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.
23. 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.
24. THE CBPA COMPLIANCE NOTE MUST SPECIFY THE NUMBER OF
PHOSPHOROUS NONPOINT NUTRIENT OFFSETS ACQUIRED
AND THE NAME OF THE OFFSET GENERATING FACILITY.
25. CLARIFY HOW THE SITE DESIGN COMPLIES WITH PROFFERED
CONDITION 22 OF ZONING CASE NUMBER 16SN0554.
26. ON THE COVER SHEET:
A) THE NUTRIENT REMOVAL REQUIREMENT DOES NOT APPEAR TO
MATCH THE VRRM CALCULATIONS.
B) INCLUDE SPRING RUN AS A RECEIVING WATER.
C) UPDATE THE CONTACT INFO FOR WATER AND SANITARY.
27. ON SHEET C1.0, PROVIDE DEED BOOK AND PAGE NUMBERS FOR
THE TEMPORARY CONSTRUCTION AND ACCESS EASEMENTS.
28. SHEET C2.0:
A) PROVIDE DIVERSION DITCH OR DIKE FOR THE ROAD TAPER
TO CONVEY INTO THE SEDIMENT TRAP.
B) TOWARD THE SOUTHWESTERN CORNER OF THE SEDIMENT TRAP
WHERE IT INTERCEPTS THE DIVERSION DIKE, THERE IS AN
APPARENT LOW SPOT THAT MAY NOT BE DRAINING INTO THE
TRAP. VERIFY THE TRAP GRADING ALLOWS ALL OF ITS
DRAINAGE AREA TO ENTER THE TRAP.
C) PROVIDE INLET PROTECTION FOR THE EXISTING INLET IN
THE SOUTH-WEST PORTION OF THE EXISTING PARKING LOT.
D) PROVIDE TEMPORARY SEEDING FOR THE TEMPORARY
STOCKPILE.
E) MANY OF THE NOTES IN THE EROSION CONTROL NARRATIVE
REFERENCES HENRICO COUNTY. UPDATE TO CHESTERFIELD
COUNTY.
F) STEP 2 OF THE EROSION CONTROL NARRATIVE REFERENCES
TREE PROTECTION. LOCATE THE TREE PROTECTION IN PLA
VIEW.
G) IN THE EROSION CONTROL NARRATIVE, CLARIFY WHEN THE
CONSTRUCTION ENTRANCE, DIVERSION PRACTICES, AND
SEDIMENT TRAP IS TO BE INSTALLED.
H) IN THE EROSION CONTROL NARRATIVE, INDICATE WHEN
DEMOLITION IS TO BEGIN. IT SHOULD NOT BEGIN UNTIL
NECESSARY ESC PRACTICES HAVE BEEN INSTALLED.
29. SHEET C2.1:
A) PROVIDE INLET PROTECTION FOR INLET 9.
B) ENSURE THE CONSTRUCTION ENTRANCE IS NOT WITHIN THE
LIMITS OF THE GUTTER PAN.
C) REMOVE SILT FENCE FROM THE PATH OF THE STORM SEWER
OUTFALL.
D) CLARIFY IF THE EARTHWORK IS BALANCED OR IF THERE
WILL BE ANY PERMANENT STOCKPILES.
E) IN THE CONSTRUCTION NARRATIVE, UPDATE NOTE 5 TO BE
WITHIN 14 DAYS.
F) CLARIFY WHERE THE DRAINAGE FROM THE SOUTHERN END OF
THE TAPER IS DISCHARGED. ADDITIONAL INLET
PROTECTION MAY BE WARRANTED.
30. SHEET C2.2:
A) SEVERAL OF THE NOTES UNDER EROSION CONTROL NOTES
REFERENCES STABILIZATION WITHIN 30 DAYS OF NO
ACTIVITY OR ONCE BROUGHT TO FINAL GRADE. THIS
SHOULD BE UPDATED TO BE WITHIN 14 DAYS.
B) UPDATE NOTE 1 IN THE EROSION CONTROL NOTES TO
REFERENCE 9VAC 25-840-40.
C) CLARIFY ON THE SITE PLAN WHERE THE SUPER SILT FENCE
IS USED. IF NOT REQUIRED REMOVE THE DETAIL.
31. SHEET C2.3:
A) CRITICAL AREA SHOULD BE THE OUTFALL AND DOWNSTREAM
HOMEOWNERS.
B) IN THE EROSION CONTROL NARRATIVE, THE PERMANENT
STABILIZATION SECTION REFERENCES SHEET C2.2. THE
INFORMATION WAS NOT LOCATED ON THIS SHEET.
C) THE STORMWATER CONSIDERATION SECTION REFERENCES THE
60/147 DRAINAGE DISTRICT. THIS PROJECT IS NOT
LOCATED WITHIN THAT DISTRICT.
D) THE CALCULATIONS SECTION REFERENCES C5.0 AND ONWARD
THESE SHEETS WERE NOT INCLUDED WITH THE PLAN
SUBMITTAL.
32. SHEET C3.3:
A) SHOW THE WATERLINE AND STORM SEWER IN THE
CROSS-SECTIONS.
33. SHEET C4.0:
A) PROVIDE CURB ELEVATIONS BY STRUCTURE 9.
B) IT APPEARS THAT THERE IS A LOW SPOT IN THE GUTTER
ACROSS FROM STRUCTURE 3 WITH NO OUTFALL FOR THE
GUTTER. VERIFY GRADING AND ENSURE ALL WATER IS
CONVEYED OUT OF THE GUTTER.
C) SOME OF THE CURB ELEVATIONS ARE OBSCURED BY THE
EXISTING TOPOGRAPHY ELEVATION WIPEOUTS.
D) IT APPEARS THERE MAY BE WATER TRAPPED ON THE NORTH
SIDE OF THE ACCESS ACROSS FROM STRUCTURE 3. GRADE
THE AREA TO DISCHARGE OVER THE CURB OR PROVIDE AN
INLET IN THE LOW AREA.
E) THE LEVEL SPREADER DISCHARGES INTO A DEFINED CHANNE
AND THEREFORE THE DISCHARGE FROM THE LEVEL SPREADER
WILL QUICKLY RECHANNELIZE, NEGATING THE LEVEL
SPREADER. THE DRAINAGE WILL NEED TO COMPLY WITH
ENERGY BALANCE OR A MAN-MADE SYSTEM BE CONSTRUCTED
TO DISCHARGE IT INTO THE EXISTING MAN-MADE SYSTEM.
IF IT IS DISCHARGED THROUGH A MAN-MADE SYSTEM THEN
COMPLIANCE WILL NEED TO BE SHOWN TO THE LIMITS OF
ANALYSIS.
F) CLARIFY WHERE THE DRAINAGE FOR THE SOUTHERN END OF
THE TAPER DISCHARGES AND HOW IT COMPLIES WITH
CHANNEL AND FLOOD PROTECTION REQUIREMENTS.
G) PROVIDE COMPLIANCE METHOD AND CALCULATIONS FOR THE
DRAINAGE TO THE EAST OF THE ACCESS ROAD.
H) CLARIFY IF A STUB OUT FOR THE FUTURE RESIDENTIAL TO
THE SOUTH IS WANTED.
34. SHEET C4.1:
A) PROVIDE THE MOST RECENT VERSION OF THE VRRM
SPREADSHEET.
B) AREAS CLAIMED IN POST-DEVELOPED AS OPEN SPACE WILL
REQUIRE A VSMP EASEMENT.
C) PROVIDE SPREAD CALCULATIONS.
D) IN THE STORM SEWER PROFILE, SHOW THE WATER LINE AND
THE POWER LINE CROSSINGS.
35. SHEET C4.2:
A) SHOW AND LABEL THE 13 MINUTE TIME-OF-CONCENTRATION
FOR INLET 3. IN ADDITION, PROVIDE CALCULATIONS FOR
THIS TIME-OF-CONCENTRATION.
B) SHOW MORE OF THE DOWNSTREAM CONTOURS AND
PLANIMETRICS.
C) SHOW THE DRAINAGE AND STRUCTURES TO THE SOUTH OF TH
TURN LANE.
36. 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.
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 ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT
39. 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.
40. 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.
41. 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 $2,700
E. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
F. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
G. A STREET SIGN FEE OF $75 PER ROAD INTERSECTION MUST BE
PROVIDED
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