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CASE NO: 16PR0110 STATUS: APPROVED - ADMIN
PROJECT NAME: SPRING ROCK GREEN WE - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 02 05/24/16 06/14/16 ******** ********
ENVIR.ENGR.-: 02 05/24/16 06/14/16 COMPLETE 06/14/16 CBH 776-7836
FIRE DEPT.--: 02 05/24/16 06/14/16 COMPLETE 05/26/16 AWB 717-6167
HOUSE NUMBER: 01 08/25/15 09/15/15 COMPLETE 06/10/16 AMJ 768-7549
MAPPING/GIS-: 02 05/24/16 06/14/16 COMPLETE 06/10/16 AMJ 768-7549
PLANNING----: 02 05/24/16 06/14/16 COMPLETE 06/15/16 WST 768-7566
TRANSPORT.--: 02 05/24/16 06/14/16 COMPLETE 05/27/16 SJA 751-4461
UTIL.PLAN.--: 01 08/25/15 09/15/15 ******** ********
UTILITIES---: 02 05/24/16 06/14/16 AMENDED* 06/02/16 M L 748-1338
UTIL.R.O.W.-: 01 08/25/15 09/15/15 ******** ********
VDOT--------: 02 05/24/16 06/14/16 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : RYAN EVANS, P.E./748-1338
NAME OF PLAN : SPRING ROCK GREEN WEST CONNECTOR RD
ADDRESS :
SUBMISSION DATE : 07/16/15
PLAN DATED : 07/14/15
REVIEW DATE : 08/03/15
SITE PLAN NO. : 16PR0110
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. SHOW THE COUNTY UTILITIES PROJECT NUMBER 15-0224 ON TH
LOWER RIGHT HAND CORNER OF EACH SHEET.
2. LABEL WHAT IS PROPOSED TO BE PUBLIC AND WHAT IS PROPOS
AS PRIVATE ON BOTH PLAN AND PROFILE VIEWS. ALSO, SEPARATE
THE UTILITY QUANTITIES SIMILARLY.
3. OBTAIN THE PERTINENT EXISTING WATER AND SEWER AS-
BUILT INFORMATION FROM THE UTILITIES DEPARTMENT. ENSURE TH
THE FIELD SURVEY AND AS-BUILT INFORMATION ACCURATELY REFLE
THE ON-SITE CONDITIONS AND PRESENT SAID INFORMATION
ACCORDINGLY ON THE PLANS. CLEARLY LABEL THE EXISTING SIZE,
MATERIAL TYPE, AND COUNTY PROJECT # ON ALL WATER AND SEWER
LINE WITHIN THE PLAN VIEWPORT. INFORMATION MAY BE OBTAINED
BY EMAILING SWAVAILABILITY@CHESTERFIELD.GOV OR AT THE
UTILITIES DEPARTMENT BUILDING.
4. SUBMIT AN ENGINEER'S CHECKLIST FROM PART 1 OF THE SPECS
5. REVISE THE DEMO PLAN TO REMOVE THE NOTE REGARDING A
WATER METER IN BOULDER SPRINGS RD. IT IS A 2" BLOW OFF AND
IT CAN BE ABANDONED IN ACCORDANCE WITH THE FOLLOWING
COMMENT. IN ADDITION, REVISE THE INSTANCES OF OVERLAPPING
TEXT.
6. REVISE THE PLAN TO SHOW THE NORTH AND SOUTH WATERLINE
STUBS BEING CONNECTED. SHOW A PROPOSED 12" DIP WATERLINE O
THE ROAD PROFILE. SHOW THE WATERLINE 4' OFF THE FACE OF
CURB. SHOW ALL RESTRAINTS FROM STATION TO STATION ON THE
PROFILE. SHOW THE SHUT DOWN VALVES NECESSARY TO PERFORM TH
LOWERING AND BLOWOFF ABANDONMENT.
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 JACQUE HYDEN
(HYDENJ@CHESTERFIELD.GOV OR 804-318-8437). THE BID PROPOSA
MUST BE BASED ON THE APPROVED SITE PLAN. BE ADVISED THAT I
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.
8. AFTER FINAL SITE PLAN APPROVAL, SUBMIT THREE SETS OF TH
APPROVED PLANS DIRECTLY TO THE UTILITIES DEPARTMENT FOR OU
USE DURING CONSTRUCTION INSPECTION.
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REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : RYAN EVANS, P.E./748-1338
NAME OF PLAN : SPRING ROCK GREEN WEST CONNECTOR RD
ADDRESS :
SUBMISSION DATE : 08/26/15
PLAN DATED : 08/24/15
REVIEW DATE : 09/11/15
SITE PLAN NO. : 16PR0110
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. IN GENERAL, ALIGN THE WATERLINE 4' FROM THE FACE OF
CURB. REFER TO THE DETAIL WAT-11 FOR ALLOWABLE DEFLECTIONS
AND SUPPLEMENT SAID DEFLECTIONS WITH BENDS WHERE NECESSARY
2. SHOW THE NECESSARY SHUT DOWN VALVES TO BE USED TO TIE
THE NEW WATERLINE INTO SERVICE. CALL THEM OUT ON THE PLANS
3. VERTICALLY LOCATE THE EXISTING GAS MAIN SUCH THAT AN
ACCURATE DEPTH IS OBTAINED FOR THE DESIGN OF THE WATER
CROSSING.
4. THE PROFILE APPEARS TO SHOW THE LOWERING OF THE EXISTI
12X8 TEE AND VALVES IN SPRING ROCK BUT THE PLAN VIEW SHOWS
THEM TO REMAIN AS EXISTING. CLARIFY AND REVISE AS NECESSAR
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REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : SPRING ROCK GREEN WEST CONNECTOR RD
ADDRESS :
SUBMISSION DATE : 5/24/16
PLAN DATED : 5/18/16
REVIEW DATE : 6/2/16
SITE PLAN NO. : 16PR0110
COMMENTS : 3RD REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
1. PLEASE MOVE THE ESTIMATED WATER QUANTITIES FROM SHEET
C1.0 TO THE TITLE SHEET.
2. THE EXISTING FLUSHING HYDRANT NEAR STATION 0+75 WILL
LIKELY NEED TO BE RELOCATED. PLEASE CALL THIS OUT ON THE
PLANS.
3. EXTEND THE WATER EASEMENT TO THE END OF THE PRIVATE PA
OF THE ROAD IN CASE IT EVER NEEDS TO BE EXTENDED IN THE
FUTURE.
4. LABEL THE SIZE, MATERIAL, AND COUNTY PROJECT NUMBER FO
THE EXISTING WATER LINES BOTH ON THE PLAN AND PROFILE VIEW
5. PROVIDE A PROFILE FOR THE 8" WATERLINE THAT IS BEING
LOWERED.
6. AS SENT BY EMAIL ON 6/2/16, WE HAVE CONCERNS ON THE
CONSTRUCTABILITY OF THE WATER LINE LOWERING AS SHOWN.
PLEASE CONSIDER THE SUGGESTED ALIGNMENT OF PUTTING THE NEW
MAIN IN PARALLEL, THEN PERFORMING A TIE-IN TO THE EXISTING
AC PIPES AFTER THE NEW MAIN HAS BEEN FLUSHED, PRESSURE
TESTED, AND DISINFECTED.
7. THE WATER SCHEMATIC ON C6.4 SHOULD INCLUDE THE EXISTIN
VALVES ON THE MAIN BRANCHES OF LINE.
8. IF A TABLE REVIEW IS GRANTED, PLEASE PROVIDE PDFS OF T
REVISED SHEETS TO MIKE LARSON AT LEAST 48 HOURS PRIOR TO T
TABLE REVIEW.
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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: SPRING ROCK GREEN WEST CONN RD
SITE PLAN NUMBER: 16PR0110
LATEST PLAN DATE: 07/14/15
DEPT. REC'D. DATE: 07/16/15
SUBMITTAL NUMBER: ONE
REVIEW DATE: 08/04/15
RECOMMENDATION: ?
PLEASE COORDINATE WITH PLANNING DEPARTMENT ON WHETHER A
LICENSE AGREEMENT WILL BE REQUIRED FOR THE PROPOSED
CONNECTION TO A PRIVATE ROAD LOCATED WITHIN A COUNTY RIGHT
OF-WAY.
ADVISORY COMMENT:
IF SPRING ROCK GREEN ROAD IS INTENDED TO SERVE AS A
SECONDARDY ACCESS FOR THE BEAUFONT PARCEL, CDOT OFFERS NO
OBJECTIONS. HOWEVER, THIS WILL NOT ADDRESS THE DENSITY CA
ZONING CONDITION ON THE BOULDERS DEVELOPMENT TO CONNECT TH
BOULDERS AND BEAUFONT. THE FUTURE BOULDER CONNECTOR ROAD
SHALL BE LOCATED GENERALLY TO THE MIDDLE OR EAST OF THE
BEAUFONT MALL PARCEL. PLEASE CONTACT ME IF YOU NEED
FURTHER CORRESPONDENCE CONCERNING THIS ISSUE.
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: SPRING ROCK GREEN WEST CONN RD
SITE PLAN NUMBER: 16PR0110
LATEST PLAN DATE: 08/24/15
DEPT. REC'D. DATE: 08/27/15
SUBMITTAL NUMBER: TWO
REVIEW DATE: 09/02/15
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: YES (LICENSE AGREEMENT)
PRIOR TO SITE PLAN APPROVAL, LICENSE AGREEMENT IS REQUIRED
FOR THE USE OF COUNTY RIGHT-OF-WAY TO BOULDERS PARKWAY.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: SPRING ROCK GREEN WEST CONN RD
SITE PLAN NUMBER: 16PR0110
LATEST PLAN DATE: 05/18/16
DEPT. REC'D. DATE: 05/25/16
SUBMITTAL NUMBER: THREE
REVIEW DATE: 05/27/16
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: YES (LICENSE AGREEMENT)
ANY PLAN APPROVAL IS PENDING APPROVAL OF THE LICENSE
AGREEMENT.
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==========================================================
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #-----BETH SYKES/717-6836
EMAIL------------------SYKESB@CHESTERFIELD.GOV
NAME OF PLAN-----------SPRING ROCK GREEN WEST CONNECTOR RD
SITE PLAN NUMBER-------16PR0110
LATEST PLAN DATE-------7/14/15
DEPT. REC'D. DATE------7/16/15
SUBMITTAL NUMBER-------ONE
REVIEW DATE------------8/11/12
RECOMMENDATION---------
TABLE REVIEW-----------YES
LANDSCAPE PLAN STATUS-----NOT REQUIRED
ARCHITECTURAL ELEVATIONS-- NOT REQUIRED
LIGHTING PLAN/CUTSHEETS---
IRRIGATION/HOSEBIB PLAN---
REVIEW COMMENTS:
PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT 10
(CL X.X REPRESENTS CHECKLIST ITEM #)AN SHEET TO THE PLANNI
DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A RESPONSE TO C
MENTS, USING THE SPACE BELOW (NOT ON A SEPARATE SHEET) EAC
REVIEW COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH COM
NT. BE SURE TO INDICATE WHICH SHEETS SHOW THE REQUIRED CH
GES. PROVIDE ONE COMPLETE RESPONSE TO ALL DEPARTMENT COMM
TS TO THE PLANNING DEPARTMENT. PROVIDE A TRANSMITTAL LETT
TO DESCRIBE ANY CHANGES TO THE PLANS NOT CAUSED BY STAFF
VIEW COMMENTS. CLEARLY LABEL TO WHICH DEPARTMENT SUPPLEMEN
L INFORMATION SHOULD BE ROUTED.
1. PROVIDE REQUIRED LICENSE AGREEMENT.
THIS COMPLETES THE FIRST REVIEW
=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #-----BETH SYKES/717-6836
EMAIL------------------SYKESB@CHESTERFIELD.GOV
NAME OF PLAN-----------SPRING ROCK GREEN WEST CONNECTOR RD
SITE PLAN NUMBER-------16PR0110
LATEST PLAN DATE-------8/24/15
DEPT. REC'D. DATE------8/26/15
SUBMITTAL NUMBER-------TWO
REVIEW DATE------------9/24/152
RECOMMENDATION---------SUBSTANTIAL APPROVAL
TABLE REVIEW-----------YES
LANDSCAPE PLAN STATUS-----NOT REQUIRED
ARCHITECTURAL ELEVATIONS-- NOT REQUIRED
LIGHTING PLAN/CUTSHEETS--- NOT REQUIRED
REVIEW COMMENTS:
PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT 10
ULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE PLANNI
DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A RESPONSE TO C
MENTS, USING THE SPACE BELOW (NOT ON A SEPARATE SHEET) EAC
REVIEW COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH COM
NT. BE SURE TO INDICATE WHICH SHEETS SHOW THE REQUIRED CH
GES. PROVIDE ONE COMPLETE RESPONSE TO ALL DEPARTMENT COMM
TS TO THE PLANNING DEPARTMENT. PROVIDE A TRANSMITTAL LETT
TO DESCRIBE ANY CHANGES TO THE PLANS NOT CAUSED BY STAFF
VIEW COMMENTS. CLEARLY LABEL TO WHICH DEPARTMENT SUPPLEMEN
L INFORMATION SHOULD BE ROUTED.
(CL X.X REPRESENTS CHECKLIST ITEM #)
1. PROVIDE REQUIRED LICENSE AGREEMENT.
THIS COMPLETES THE FIRST REVIEW
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REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #-----STEVE TUGWELL/768-7566
EMAIL------------------TUGWELLW@CHESTERFIELD.GOV
NAME OF PLAN-----------SPRING ROCK GREEN WEST CONNECTOR RD
SITE PLAN NUMBER-------16PR0110
ADDRESS----------------
LATEST PLAN DATE-------5/18/16
DEPT. REC'D. DATE------5/18/16
SUBMITTAL NUMBER-------THREE
REVIEW DATE------------6/15/16
RECOMMENDATION---------SUBSTANTIAL APPROVAL
TABLE REVIEW-----------YES
LANDSCAPE PLAN STATUS- NOT REQUIRED
ARCHITECTURAL ELEVATIONS- NOT REQUIRED
LIGHTING PLAN/CUTSHEETS---
IRRIGATION/HOSEBIB PLAN---
REVIEW COMMENTS:
PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT 10
ULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE PLANNI
DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A RESPONSE TO C
MENTS, USING THE SPACE BELOW (NOT ON A SEPARATE SHEET) EAC
REVIEW COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH COM
COM
NT. BE SURE TO INDICATE WHICH SHEETS SHOW THE REQUIRED CH
GES. PROVIDE ONE COMPLETE RESPONSE TO ALL DEPARTMENT COMM
TS TO THE PLANNING DEPARTMENT. PROVIDE A TRANSMITTAL LETTE
TO DESCRIBE ANY CHANGES TO THE PLANS NOT CAUSED BY STAFF
REVIEW COMMENTS. CLEARLY LABEL TO WHICH DEPARTMENT
SUPPLEMENTAL INFORMATION SHOULD BE ROUTED.
1. PROVIDE REQUIRED LICENSE AGREEMENT.
THIS COMPLETES THE THIRD REVIEW.
*****************************************************
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : SPRING ROCK GREEN WEST CONNECTOR ROAD
PLAN NO. : 16PR0110
ADDRESS :
LATEST PLAN DATE : 7/14/15
RECEIVED DATE : 7/16/15
SUBMITTAL NUMBER : 1
REVIEW DATE : 7/28/15
RECOMMENDATION : REVIEW NOT NECESSARY
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : SPRING ROCK GREEN WEST CONNECTOR ROAD
PLAN NO. : 16PR0110
ADDRESS :
LATEST PLAN DATE : 8/24/15
RECEIVED DATE : 8/26/15
SUBMITTAL NUMBER : 2
REVIEW DATE : 9/8/15
RECOMMENDATION : REVIEW NOT NECESSARY
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : AMY JOHANSON 768-7549
NAME OF PLAN : SPRING ROCK GREEN WEST CONNECTOR ROAD
PLAN NO. : 16PR0110
LATEST PLAN DATE : 5/18/16
RECEIVED DATE : 5/27/16
SUBMITTAL NUMBER : 2
REVIEW DATE : 6/10/16
RECOMMENDATION : REVIEW NOT NECESSARY
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: NANCY PARKER
PHONE NUMBER: 751-4319
CASE NUMBER: 16PR0110
NAME OF PLAN:SPRING ROCK GREEN WEST CONNECTOR RD
ADDRESS:
DATE OF REVIEW:7/28/15 REVIEW # 1
STATUS: HOUSE NUMBERING REVIEW NOT NECESSARY
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: NANCY PARKER
PHONE NUMBER: 751-4319
CASE NUMBER: 16PR0110
NAME OF PLAN:SPRING ROCK GREEN WEST CONNECTOR RD
ADDRESS:
DATE OF REVIEW:9/8/15 REVIEW # 2
STATUS: HOUSE NUMBERING REVIEW NOT NECESSARY
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: AMY JOHANSON
PHONE NUMBER: 768-7549
CASE NUMBER: 16PR0110
NAME OF PLAN:SPRING ROCK GREEN WEST CONNECTOR RD
ADDRESS:
DATE OF REVIEW:6/10/16 REVIEW # 3
STATUS: HOUSE NUMBERING REVIEW NOT NECESSARY
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: SPRING ROCK GREEN WEST CONNECTOR ROAD
SITE PLAN NUMBER: 16PR0110
ADDRESS: 7100 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE: 7/14/15
DEPT. REC'D. DATE: 7/16/15
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 7/17/15
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE SITE PLAN IS APPROVED AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: SPRING ROCK GREEN WEST CONNECTOR ROAD
SITE PLAN NUMBER: 16PR0110
ADDRESS: 7100 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE: 8/24/15
DEPT. REC'D. DATE: 8/27/15
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 8/27/15
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE SITE PLAN IS APPROVED AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: SPRING ROCK GREEN WEST CONNECTOR ROAD
SITE PLAN NUMBER: 16PR0110
ADDRESS: 7100 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE: 5/18/16
DEPT. REC'D. DATE: 5/26/16
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 5/26/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE SITE PLAN IS APPROVED AS SUBMITTED.
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : SPRING ROCK GREEN WEST CONNECTOR ROAD
ADDRESS : 7100 MIDLOTHIAN TURNPIKE
SITE PLAN NO. : 16PR0110
LATEST PLAN DATE : 07/14/2015 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 07/16/2015
SUBMITTAL NUMBER : 1
REVIEW DATE : 08/10/2015
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. A BENCHMARK MUST BE SHOWN WITH REFERENCE TO
MEAN SEA LEVEL. (CL-GENERAL 11)
05. APPROVAL OF THE SITE PLAN BY THE PRIVATE UTILITY
COMPANIES IN RELATION TO THEIR EASEMENTS AND FACILITIE
THEREIN MUST BE PROVIDED PRIOR TO SITE PLAN APPROVAL.
06. CLARIFY IF THE RUNOFF FROM THE DRAINAGE AREA
ALONG THE NORTH SIDE OF THE CONNECTOR ROAD, BETWEEN
THE EXISTING BOULDER SPRINGS DRIVE INTERSECTION
AND STORM STRUCTURE 4 IS BEING HANDLED BY STRUCTURE 4.
07. SHOW AND LABEL THE EXISTING RIPRAP-LINED CHANNEL THAT
OUTFALLS INTO THE EXISTING 48" PIPE UNDER BOULDER
SPRINGS DRIVE.
08. NOTE 10 IN SEQUENCE II UNDER THE EROSION CONTROL
NARRATIVE (SHEET C3.2) PROVIDES FOR THE HEADWALL FOR
THE OUTLET OF STORM PIPE 1 TO INCLUDE THE INLET FOR
THE EXISTING 48" STORM PIPE UNDER BOULDER SPRINGS
DRIVE:
A. SHOW THE PROPOSED HEADWALL IN PLAN VIEW.
B. PROVIDE A DETAIL OF THE MODIFIED HEADWALL AS THE DETAI
ON SHEET C4.3 DOES NOT SHOW BOTH STORM PIPES.
09. SPECIFY PERMANENT RIPRAP OUTLET PROTECTION AT THE
OUTFALL OF STORM SEWER 1.
10. PROVIDE A DETAIL OF THE JUNCTION OF THE STORM SEWER 1
OUTFALL AND THE PROPOSED HEADWALL FOR THE EXISTING 48"
STORM PIPE TO SHOW THE PROPOSED OUTLET PROTECTION
JOINING THE EXISTING RIPRAP.
11. EXTEND THE PROFILE FOR STORM SEWER 1 - 5 TO SHOW THE
UPSTREAM WETLANDS AND THE RECEIVING CHANNEL GRADES.
SHOW THE RIPRAP OUTLET PROTECTION (2 FEET THICK RIPRAP
OVER FILTER FABRIC WITH 0% SLOPE).
12. MOVE THE DRAINAGE DESCRIPTION TABLE FROM SHEET C4.2 TO
SHEET C4.0. INCLUDE THE EXISTING 48" STORM PIPE IN TH
TABLE.
13. 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)
14. A DETAIL MUST BE SHOWN ON THE PLANS FOR INLET SHAPING
STD. IS-1. IF INLET SHAPING CANNOT BE ACCOMPLISHED
WITHIN THE STANDARD STRUCTURE, THEN DETAILS MUST BE
PROVIDED FOR THE MODIFICATIONS NECESSARY TO THE
STRUCTURE TO ACCOMPLISH INLET SHAPING. (CL-G&D 19)
15. TOP OF CURB ELEVATIONS MUST BE SHOWN AT THE NOSE OF AL
RADIAL CURB AND AT ALL APPRECIABLE BREAKS IN HORIZONTA
OR VERTICAL ALIGNMENT. (CL-G&D 22)
16. ALL EXISTING AND PROPOSED DRAINAGE EASEMENTS MUST BE
SHOWN. (CL-G&D 27)
17. PROVIDE THE DETAIL FOR BITUMINOUS CURBING (STD. MC-3)
IN THE PLANS.
18. THE RADIUS OF ALL RADIAL CURBING MUST BE SHOWN.
(CL-G&D 35)
19. 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.
20. INCLUDE THE SOIL STOCKPILE IN THE LIMITS OF
DISTURBANCE. SHOW THE LOCATION OF THE STOCKPILE
ACCESS.
21. SPECIFY SUPER SILT FENCE (CHAIN LINK-BACKED SILT FENCE
ALONG THE NORTHERN LIMITS OF DISTURBANCE FROM STATION
00+60 TO STATION 2+60.
22. PROVIDE A DETAIL FOR SUPER SILT FENCE ON SHEET C3.2.
23. 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)
24. REVISE NOTE 1 UNDER "GENERAL EROSION CONTROL NOTES" ON
SHEET C3.2 TO REFERENCE VIRGINIA REGULATION 9 VAC 25-
840-40.
25. REVISE NOTE 5 UNDER "GENERAL EROSION CONTROL NOTES" ON
SHEET C3.2 TO REQUIRE TEMPORARY SOIL STABILIZATION ON
AREAS THAT WILL REMAIN DORMANT FOR 14 DAYS, INSTEAD OF
30 DAYS.
26. 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)
27. AN MS-19 ANALYSIS MUST BE PERFORMED AT EACH POINT OF
CONCENTRATED DISCHARGE AND AT THE DOWNSTREAM PROPERTY
LINE. THE LOCATION OF EACH ANALYSIS MUST BE SHOWN AND
LABELED ON THE EROSION CONTROL PLAN SHEETS. (CL-EC 28)
28. NOTES A THRU E OF MINIMUM STANDARD 16 MUST BE PROVIDED
ON THE PLANS. (CL-EC 36)
29. 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)
30. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
A. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER/BMP
DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE
OF A LAND DISTURBANCE FOR THIS PROJECT. (CL-EC 42B)
B. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
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)
D. A VDOT LAND USE PERMIT IS REQUIRED PRIOR TO ISSUANCE O
A LAND DISTURBANCE PERMIT.
31. 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.
32. 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.
33. THE CBPA COMPLIANCE NOTE MUST SPECIFY THE NUMBER OF
PHOSPHOROUS NONPOINT NUTRIENT OFFSETS ACQUIRED
AND THE NAME OF THE OFFSET GENERATING FACILITY.
34. SHOW AND LABEL THE LIMITS OF THE WETLANDS/WETLANDS
IMPACTS ON SHEETS C2.1, C3.0, C3.1, AND C4.0.
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 LAND DISTURBANCE 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. 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 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)
G. A STREET SIGN FEE OF $75 PER ROAD INTERSECTION MUST BE
PROVIDED
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : SPRING ROCK GREEN WEST CONNECTOR ROAD
ADDRESS : 7100 MIDLOTHIAN TURNPIKE
SITE PLAN NO. : 16PR0110
LATEST PLAN DATE : 08/24/2015 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 08/27/2015
SUBMITTAL NUMBER : 2
REVIEW DATE : 10/02/2015
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : YES
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL
FEATURES INCLUDING BUT NOT LIMITED TO WETLANDS,
SURFACE WATERS (E.G. VSMP PERMIT FOR CONSTRUCTION
SITES, GROUND WATER AND AIR QUALITY) FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. APPROVAL OF THE SITE PLAN BY THE PRIVATE UTILITY
COMPANIES IN RELATION TO THEIR EASEMENTS AND FACILITIE
THEREIN MUST BE PROVIDED PRIOR TO SITE PLAN APPROVAL.
04. DIMENSION 2' THICK RIPRAP AT THE OUTFALL OF STORM
PIPE 5 IN THE PROFILE VIEW AND ON THE RIPRAP DETAIL ON
SHEET C4.2.
05. REVISE TABLE 3.32-D ON SHEETS C3.0 AND 3.1 TO THE
SEEDING FOR THE PIEDMONT REGION (SEEDING FOR COASTAL
PLAIN IS PROVIDED ON THE PLANS).
06. THE BEAUFONT MALL CONSTRUCTION PLANS SHOW A LARGER
DRAINAGE AREA HANDLED BY STORM STRUCTURE 8. CLARIFY
HOW THE RUNOFF FROM THE PARKING LOT AND DRIVE (THAT
IS PROPOSED TO BE CUT-OFF FROM THE CONNECTOR ROAD)
WILL BE HANDLED.
07. THE MS-19 ANALYSIS MUST ALSO INCLUDE THE PIPE SYSTEM
AND THE BOULDERS LAKE II. THE ANALYSIS MAY REFERENCE
THE BOULDER SPRINGS APARTMENTS STORM CALCULATIONS AND
BEAUFONT MALL STORM CALCULATIONS. THE MS-19 TABLE
SHOULD BE INCLUDED ON THE CONSTRUCTION PLANS AND EACH
LOCATION SHOULD BE LISTED ON THE TABLE AS FOLLOWS:
A. POINT OF ANALYSIS "A" (SITUATION C)
B. EXISTING STORM SEWER SYSTEM (SITUATION C)
C. BOULDERS LAKE I (SITUATION G, WHICH WILL REQUIRE A
VARIANCE REQUEST)
D. POINT OF ANALYSIS "B" (SITUATION C)
IF RUNOFF IS REDUCED OR MAINTAINED TO POINT OF
ANALYSIS "B", THEN NO FURTHER ANALYSIS IS REQUIRED.
IF RUNOFF INCREASES, THEN THE FOLLOWING ADDITIONAL
ANALYSIS POINTS MUST ALSO BE SHOWN:
E. EXISTING BEAUFONT MALL STORM SEWER SYSTEM (SITUATION C
F. RECEIVING CHANNEL AT THE OUTFALL OF THE BEAUFONT MALL
SYSTEM (SHOW A CROSS-SECTION OF THE CHANNEL)
08. 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.
09. 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.
10. PROVIDE A HYDROLOGIC UNIT MAP SHOWING THE LOCATION OF
THE PROJECT AND 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.
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 LAND DISTURBANCE PERMIT FOR THIS PROJECT
16. 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.
17. 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.
18. 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)
G. A STREET SIGN FEE OF $75 PER ROAD INTERSECTION MUST BE
PROVIDED
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : SPRING ROCK GREEN WEST CONNECTOR ROAD
ADDRESS : 7100 MIDLOTHIAN TURNPIKE
SITE PLAN NO. : 16PR0110
LATEST PLAN DATE : 05/18/2016 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 05/25/2016
SUBMITTAL NUMBER : 3
REVIEW DATE : 06/14/2016
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.
(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. AS PREVIOUSLY REQUESTED, DIMENSION 2' THICK RIPRAP AT
THE OUTFALL OF STORM PIPE 5 IN THE PROFILE VIEW AND ON
THE RIPRAP DETAIL ON SHEET C4.2.
04. ACCORDING TO THE BOULDER SPRINGS APARTMENTS PLANS, THE
PIPE AT MS-19 OUTFALL POINT D IS A 60" DIAMETER RCP
WITH A 1% SLOPE. PROVIDE THIS INFORMATION IN THE MS-1
CALCULATIONS FOR POINT D (SHEET C5.0).
05. 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.
06. 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.
07. PROVIDE A HYDROLOGIC UNIT MAP IN THE CONSTRUCTION PLAN
SHOWING THE LOCATION OF THE PROJECT AND THE LOCATION O
THE OFFSET GENERATING FACILITY.
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 CONSTRUCTION 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 LAND DISTURBANCE PERMIT FOR THIS PROJECT
13. 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.
14. 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.
15. 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)
G. A STREET SIGN FEE OF $75 PER ROAD INTERSECTION MUST BE
PROVIDED
==========================================================

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