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Subdivision Review Comments
All Subdivision Review Comments for Case # 13CP0033




For VDOT’s comments please contact Virginia Department of Transportation at (804) 674-2814 or send e-mail to Boris.Solomonov@VDOT.Virginia.gov

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CASE NO: 13CP0033 STATUS: PENDING APPROVAL
PROJECT NAME: OLD BUCKINGHAM FORES - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: CONSTRUCTION PLAN
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 03 06/20/13 07/12/13 AMENDED* 07/08/13 LAG 706-2116
FIRE DEPT.--: 03 06/20/13 07/12/13 AMENDED* 07/12/13 JKL 748-1489
PLANNING----: 03 06/20/13 07/12/13 AMENDED* 07/25/13 ABS 751-4321
TRANSPORT.--: 03 06/20/13 07/12/13 COMPLETE 07/12/13 JWS 748-1037
UTIL.PLAN.--: 03 06/20/13 07/12/13 ******** ********
UTILITIES---: 03 06/20/13 07/12/13 AMENDED* 07/08/13 WBV 748-1343
UTIL.R.O.W.-: 03 06/20/13 07/12/13 ******** ********
VDOT--------: 03 06/20/13 07/12/13 ******** ********
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1343
PLAN NAME: OLD BUCKINGHAM FOREST, SECT. 5
PLAN NUMBER: 13CP0033
ORIGINAL PLAN DATE: 12/3/12
REVIEW DATE: 12/19/12
LATEST SUBMISSION DATE: 12/12/12
SUBMITTAL NUMBER: 1
STATUS: REVISIONS REQUIRED
TABLE REVIEW: NO
IN REGARD TO YOUR SUBMITTAL OF UTILITIES PLANS FOR THE
ABOVE REFERENCED PROJECT DATED DECEMBER 3, 2012, WE MAKE
THE FOLLOWING COMMENTS AND RECOMMENDATIONS:
1. A COPY OF VIRGINIA DEPARTMENT OF TRANSPORTATION'S
APPROVAL LETTER REGARDING PAVEMENT REPLACEMENT, METHOD OF
CROSSING, AND ALIGNMENT OF UTILITY WITH STATE RIGHT OF WAY,
AND A COPY OF ENVIRONMENTAL ENGINEERING'S INITIAL REVIEW
LETTER MUST BE SUBMITTED BEFORE REVISED PLANS ARE SUBMITTED
FOR RE-REVIEW.
2. PRIOR TO RELEASING TO THE CONSTRUCTION SECTION, A COPY
OF THE ENVIRONMENTAL ENGINEERING APPROVAL LETTER AND/OR ALL
OTHER APPLICABLE LOCAL STATE AND FEDERAL AGENCIES' APPROVAL
LETTERS MUST BE RECEIVED BY THIS DEPARTMENT. IN ADDITION,
ALL EASEMENTS NOT INCLUDED WITH THE SUBDIVISION PLAT MUST
BE DEDICATED WITH A SEPARATE PLAT AND AGREEMENT TO THE
COUNTY PRIOR TO RELEASING THE PROJECT TO THE CONSTRUCTION
SECTION.
3. SHOW THE COUNTY PROJECT NUMBER 12-0200 ON THE LOWER
RIGHT HAND CORNER OF EACH SHEET.
4. FURNISH NAD '83 COORDINATES FOR THE PROPOSED TIE-IN
MANHOLE.
5. CONSPICUOUSLY SHOW A NOTE ON THE PLANS STATING THAT
THE EXISTING WATER SERVICE IS TO BE ABANDONED IN STRICT
ACCORDANCE WITH CURRENT COUNTY SPECIFICATIONS, PART IV,
SECTION 3, ITEM NUMBER 3.06, "ABANDONMENT OF WATER
SERVICE."
6. PROVIDE THE LOCATIONS OF ALL VALVES TO BE USED FOR CUT
OFF PURPOSES DURING THE WATERLINE TIE IN, LABELING EACH AS
SUCH.
7. THERE ARE SOME LOCATIONS (SEE PLANS) WHERE THE TRENCH
DUG TO INSTALL THE SANITARY SEWER WILL BE LOCATED UNDER
AND/OR IMMEDIATELY ADJACENT TO THE PROPOSED CURB AND
GUTTER. REVISE AS NECESSARY TO ELIMINATE THIS UNDESIRABLE
SITUATION, OR, IN THE EVENT THAT A REALIGNMENT OF THIS
NATURE IS NOT FEASIBLE, SPECIFY THAT THESE PORTIONS OF THE
SANITARY SEWER TRENCH ARE TO BE BACKFILLED TO THE TOP WITH
THOROUGHLY COMPACTED 21 A STONE. THIS REQUIREMENT SHALL
APPLY FOR A DISTANCE OF 5 LF PRIOR TO, AS WELL AS AFTER
SAID EXPOSURE. IN ADDITION, CLEARLY NOTE THIS AS SUCH AT
EACH APPLICABLE LOCATION IN THE PROFILE VIEWS.
8. RELOCATE THE WATER SERVICES FOR LOT NUMBERS 11 AND 12
AS SHOWN IN RED.
9. PROVIDE A NOTE STATING THAT EXISTING MANHOLE NUMBER 43
IS TO BE CORE DRILLED AND A KOR-N-SEAL GASKET IS TO BE
INSTALLED.
10. SPECIFY EACH WATER SERVICE MORE THAN OR EQUAL TO 60 LF
AS 1" IN DIAMETER. ALSO, NOTE THIS CONDITION ON EACH
APPLICABLE LOT IN THE PLAN VIEWS.
11. FIELD VERIFY THE TOP AND ALL INVERT ELEVATIONS OF THE
PROPOSED TIE IN MANHOLE REFLECTING THE FIELD DATA ON THE
PLANS. IN ADDITION OUR RECORDS INDICATE AN EXISTING BRICKED
UP OPENING AT THIS MANHOLE. FIELD VERIFY THIS AND IF FOUND
TO BE SUITABLE FOR USE BY THIS PROJECT, REVISE THE PLANS AS
NECESSARY TO INDICATE AS SUCH. IF NOT SUITABLE FOR USE,
NOTE THAT IT IS TO BE PERMANENTLY SEALED AND PROVIDE THE
"CORE DRILLING" NOTE IN EACH OF THE PLAN AND PROFILE VIEWS.
12. SHOW THE PROPOSED WATER SERVICES FOR LOT NUMBERS 1 AND
2 IN THE PROFILE VIEW OF STORM STRUCTURE NUMBER 18.
13. PROVIDE COPIES OF ALL CORRESPONDENCE SENT TO ALL
PROPERTY OWNERS WHOSE PROPERTY IS LOCATED ADJACENT TO THE
PROJECT NOTIFYING THEM OF THE PENDING CONSTRUCTION
ACTIVITY.
14. THIS OFFICE IS NOT AT ALL COMFORTABLE WITH THE
LOCATION OF THE PROPOSED STORM WATER MANAGEMENT POND, ITS
ASSOCIATED FACILITIES AND THE EXISTING SANITARY SEWER IN
THAT AREA. PLEASE CALL TO DISCUSS ALTERNATIVES TO ADDRESS
THESE ISSUES.
15. REVISE ALL DRAFTING AS NOTED IN RED.
16. REVISE THE "MATERIALS LIST" AS NECESSARY.
PLEASE MAKE ALL OF THE SUGGESTED CHANGES PREVIOUSLY MEN
TIONED, AND ANY CONTAINED ON THE ENCLOSED MARKED SET OF
PLANS. SUBMIT TWO (2) SETS OF REVISED PLANS.
THE OWNER MUST ENTER INTO A COUNTY CONTRACT PRIOR TO THE
START OF CONSTRUCTION. PLEASE SEND ME A COPY OF THE
"ACCEPTED" BID PROPOSAL BETWEEN THE DEVELOPER AND THE
CONTRACTOR SO WE MAY PREPARE THE COUNTY CONTRACT. THE BID
PROPOSAL MUST BE BASED ON THE LATEST REVISED UTILITIES
PLANS REFLECTING THE REVIEWER'S STAMP, AND ALL WORK MUST BE
PERFORMED BY AN ACCEPTABLE UTILITIES CONTRACTOR. IF PLANS
ARE REVISED AFTER CONTRACT PREPARATION DUE TO A CHANGE
BECAUSE OF VIRGINIA DEPARTMENT OF TRANSPORTATION'S AND/OR
ENVIRONMENTAL ENGINEERING DEPARTMENT'S APPROVAL OF THE
ROAD, DRAINAGE, AND EROSION CONTROL DESIGN OR BECAUSE OF
STATE AGENCIES' REVIEW AND APPROVAL OF THE UTILITIES
DESIGN, A REVISED BID PROPOSAL MAY BE NECESSARY TO
ACCURATELY REFLECT THE LATEST UTILITIES DESIGN AND A NEW
CONTRACT PREPARATION MAY BE NECESSARY AND EXECUTED PRIOR TO
THE START OF CONSTRUCTION.
IF YOU HAVE ANY QUESTIONS, DO NOT HESITATE TO CONTACT ME AT
748-1343.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1343
PLAN NAME:OLD BUCKINGHAM FOREST, SECTION 5
PLAN NUMBER:13CP0033
ORIGINAL PLAN DATE:12/3/12
REVIEW DATE:2/21/13
LATEST SUBMISSION DATE:2/14/13
SUBMITTAL NUMBER:2
STATUS: REVISIONS REQUIRED
TABLE REVIEW: NO
IN REGARD TO YOUR SUBMITTAL OF UTILITIES PLANS FOR THE
ABOVE REFERENCED PROJECT DATED DECEMBER 3, 2012, WITH THE
LATEST REVISION DATED FEBRUARY 8, 2013, WE MAKE THE
FOLLOWING COMMENTS AND RECOMMENDATIONS:
1. A COPY OF VIRGINIA DEPARTMENT OF TRANSPORTATION'S
APPROVAL LETTER REGARDING PAVEMENT REPLACEMENT, METHOD OF
CROSSING, AND ALIGNMENT OF UTILITY WITH STATE RIGHT OF WAY,
AND A COPY OF ENVIRONMENTAL ENGINEERING'S INITIAL REVIEW
LETTER MUST BE SUBMITTED BEFORE REVISED PLANS ARE SUBMITTED
FOR RE-REVIEW.
2. PRIOR TO RELEASING TO THE CONSTRUCTION SECTION, A COPY
OF THE ENVIRONMENTAL ENGINEERING APPROVAL LETTER AND/OR ALL
OTHER APPLICABLE LOCAL STATE AND FEDERAL AGENCIES' APPROVAL
LETTERS MUST BE RECEIVED BY THIS DEPARTMENT. IN ADDITION,
ALL EASEMENTS NOT INCLUDED WITH THE SUBDIVISION PLAT MUST
BE DEDICATED WITH A SEPARATE PLAT AND AGREEMENT TO THE
COUNTY PRIOR TO RELEASING THE PROJECT TO THE CONSTRUCTION
SECTION.
3. DEMONSTRATE THAT THE HYDRAULIC CAPABILITY OF THE
EXISTING SANITARY SEWER LINE WILL NOT BE DIMINISHED IN ANY
WAY BY THE RELOCATED SANITARY SEWER LINE.
4. CONSPICUOUSLY SHOW A NOTE ON THE PLANS STATING THAT
THE EXISTING WATER SERVICE IS TO BE ABANDONED IN STRICT
ACCORDANCE WITH CURRENT COUNTY SPECIFICATIONS, PART IV,
SECTION 3, ITEM NUMBER 3.06, "ABANDONMENT OF WATER
SERVICE".
5. PROVIDE THE FOLLOWING INFORMATION FOR EACH EXISTING
HOUSE:
A. OWNER(S) NAME(S).
B. STREET ADDRESS.
C. GPIN NUMBERS.
6. WATER SERVICES MORE THAN OR EQUAL TO 60 LF ARE TO BE
SPECIFIED AS 1" IN DIAMETER.
7. PROVIDE TEMPORARY CONSTRUCTION EASEMENTS AS NECESSARY.
8. CLEARLY DELINEATE THE LIMITS OF SANITARY SEWER
ABANDONMENT AS NOTED IN RED.
9. SHOW EXISTING MANHOLE NUMBERS 40 AND 41 AS TO BE
ABANDONED BY BEING DUG UP AND REMOVED FROM THE SITE.
10. PROVIDE ALL NOTES REGARDING EXISTING MANHOLE NUMBER 5
AND PROPOSED MANHOLE NUMBER 4 AS NOTED IN RED IN EACH OF
THE PLAN AND PROFILE VIEWS.
11. FIELD VERIFY THE TOP ELEVATIONS AND ALL INVERT
ELEVATIONS OF EXISTING MANHOLE NUMBERS 5 AND 43, REFLECTING
THE FIELD DATA ON THE PLANS.
12. ADDRESS IN DETAIL JUST HOW THE DISPOSITION/RELOCATION
OF THE EXISTING WATER METER SERVING 12501 LITTLE POND LANE
WILL BE HANDLED.
13. PROVIDE COPIES OF ALL CORRESPONDENCE SENT TO ALL
PROPERTY OWNERS WHOSE PROPERTY IS LOCATED ADJACENT TO THIS
PROJECT NOTIFYING THEM OF THE PENDING CONSTRUCTION
ACTIVITY.
14. REVISE ALL DRAFTING AS NOTED IN RED.
15. REVISE THE "MATERIALS LIST" AS NECESSARY.
PLEASE MAKE ALL OF THE SUGGESTED CHANGES PREVIOUSLY MEN
TIONED, AND ANY CONTAINED ON THE ENCLOSED MARKED SET OF
PLANS. SUBMIT TWO (2) SETS OF REVISED PLANS.
THE OWNER MUST ENTER INTO A COUNTY CONTRACT PRIOR TO THE
START OF CONSTRUCTION. PLEASE SEND ME A COPY OF THE
"ACCEPTED" BID PROPOSAL BETWEEN THE DEVELOPER AND THE
CONTRACTOR SO WE MAY PREPARE THE COUNTY CONTRACT. THE BID
PROPOSAL MUST BE BASED ON THE LATEST REVISED UTILITIES
PLANS REFLECTING THE REVIEWER'S STAMP, AND ALL WORK MUST BE
PERFORMED BY AN ACCEPTABLE UTILITIES CONTRACTOR. IF PLANS
ARE REVISED AFTER CONTRACT PREPARATION DUE TO A CHANGE
BECAUSE OF VIRGINIA DEPARTMENT OF TRANSPORTATION'S AND/OR
ENVIRONMENTAL ENGINEERING DEPARTMENT'S APPROVAL OF THE
ROAD, DRAINAGE, AND EROSION CONTROL DESIGN OR BECAUSE OF
STATE AGENCIES' REVIEW AND APPROVAL OF THE UTILITIES
DESIGN, A REVISED BID PROPOSAL MAY BE NECESSARY TO
ACCURATELY REFLECT THE LATEST UTILITIES DESIGN AND A NEW
CONTRACT PREPARATION MAY BE NECESSARY AND EXECUTED PRIOR TO
THE START OF CONSTRUCTION.
IF YOU HAVE ANY QUESTIONS, DO NOT HESITATE TO CONTACT ME AT
748-1343.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1343
PLAN NAME:OLD BUCKINGHAM FOREST SECT. 5
PLAN NUMBER:13CP0033
ORIGINAL PLAN DATE:12/3/12
REVIEW DATE:4/9/13
LATEST SUBMISSION DATE:3/28/13
SUBMITTAL NUMBER:3
STATUS: REVISIONS REQUIRED
TABLE REVIEW: NO
IN REGARD TO YOUR SUBMITTAL OF UTILITIES PLANS FOR THE
ABOVE REFERENCED PROJECT DATED DECEMBER 3, 2012, WITH THE
LATEST REVISION DATED MARCH 22, 2013, WE MAKE THE FOLLOWING
COMMENTS AND RECOMMENDATIONS:
1. A COPY OF VIRGINIA DEPARTMENT OF TRANSPORTATION'S
APPROVAL LETTER REGARDING PAVEMENT REPLACEMENT, METHOD OF
CROSSING, AND ALIGNMENT OF UTILITY WITH STATE RIGHT OF WAY,
AND A COPY OF ENVIRONMENTAL ENGINEERING'S INITIAL REVIEW
LETTER MUST BE SUBMITTED BEFORE REVISED PLANS ARE SUBMITTED
FOR RE-REVIEW.
2. PRIOR TO RELEASING TO THE CONSTRUCTION SECTION, A COPY
OF THE ENVIRONMENTAL ENGINEERING APPROVAL LETTER AND/OR ALL
OTHER APPLICABLE LOCAL STATE AND FEDERAL AGENCIES' APPROVAL
LETTERS MUST BE RECEIVED BY THIS DEPARTMENT. IN ADDITION,
ALL EASEMENTS NOT INCLUDED WITH THE SUBDIVISION PLAT MUST
BE DEDICATED WITH A SEPARATE PLAT AND AGREEMENT TO THE
COUNTY PRIOR TO RELEASING THE PROJECT TO THE CONSTRUCTION
SECTION.
3. FURNISH NAD '83 COORDINATES AT ALL TIE-IN MANHOLES.
4. DEMONSTRATE THAT THE HYDRAULIC CAPABILITY OF THE
EXISTING SANITARY SEWER LINE WILL NOT BE DIMINISHED IN ANY
WAY BY THE RELOCATED SANITARY SEWER LINE.
5. SHOW THE EXISTING WATER SERVICE AND METER BOX FOR
12420 OLD BUCKINGHAM ROAD.
6. PROVIDE COPIES OF ALL CORRESPONDENCE SENT TO ALL
PROPERTY OWNERS WHOSE PROPERTY IS LOCATED ADJACENT TO THIS
PROJECT NOTIFYING THEM OF THE PENDING CONSTRUCTION
ACTIVITY.
7. REVISE ALL DRAFTING AS NOTED IN RED.
8. REVISE THE "MATERIALS LIST" AS NECESSARY.
PLEASE MAKE ALL OF THE SUGGESTED CHANGES PREVIOUSLY MEN
TIONED, AND ANY CONTAINED ON THE ENCLOSED MARKED SET OF
PLANS. SUBMIT TWO (2) SETS OF REVISED PLANS.
THE OWNER MUST ENTER INTO A COUNTY CONTRACT PRIOR TO THE
START OF CONSTRUCTION. PLEASE SEND ME A COPY OF THE
"ACCEPTED" BID PROPOSAL BETWEEN THE DEVELOPER AND THE
CONTRACTOR SO WE MAY PREPARE THE COUNTY CONTRACT. THE BID
PROPOSAL MUST BE BASED ON THE LATEST REVISED UTILITIES
PLANS REFLECTING THE REVIEWER'S STAMP, AND ALL WORK MUST BE
PERFORMED BY AN ACCEPTABLE UTILITIES CONTRACTOR. IF PLANS
ARE REVISED AFTER CONTRACT PREPARATION DUE TO A CHANGE
BECAUSE OF VIRGINIA DEPARTMENT OF TRANSPORTATION'S AND/OR
ENVIRONMENTAL ENGINEERING DEPARTMENT'S APPROVAL OF THE
ROAD, DRAINAGE, AND EROSION CONTROL DESIGN OR BECAUSE OF
STATE AGENCIES' REVIEW AND APPROVAL OF THE UTILITIES
DESIGN, A REVISED BID PROPOSAL MAY BE NECESSARY TO
ACCURATELY REFLECT THE LATEST UTILITIES DESIGN AND A NEW
CONTRACT PREPARATION MAY BE NECESSARY AND EXECUTED PRIOR TO
THE START OF CONSTRUCTION.
IF YOU HAVE ANY QUESTIONS, DO NOT HESITATE TO CONTACT ME AT
748-1343.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1343
PLAN NAME:OLD BUCKINGHAM FOREST SECT. 5
PLAN NUMBER:13CP0033
ORIGINAL PLAN DATE:12/3/12
REVIEW DATE:7/8/13
LATEST SUBMISSION DATE:6/24/13
SUBMITTAL NUMBER:4
STATUS: APPROVED AS NOTED IN RED
TABLE REVIEW: NO
IN REGARD TO YOUR RECENT SUBMITTAL OF THE REVISED UTILITIES
PLANS ON THE ABOVE REFERENCED PROJECT DATED DECEMBER 3,
2012, WITH THE LAST REVISION DATED JUNE 20, 2013, THIS IS
TO INFORM YOU THAT THE PLANS HAVE BEEN REVIEWED BY THE
UTILITIES DEPARTMENT WITH EXCEPTIONS AS PER OUR TELEPHONE
CONVERSATION . THIS REVIEW IS EFFECTIVE UNTIL JULY 8,
2018.
PLEASE FORWARD TWO (2) ADDITIONAL SETS OF PLANS ONCE ALL
APPROVALS HAVE BEEN OBTAINED. IF, AFTER ALL OTHER
REVIEWS/APPROVALS HAVE BEEN MADE, THE UTILITY PLANS REFLECT
A LATER REVISION DATE THAN THE LAST REVISION NOTED ABOVE,
PLEASE SUBMIT TWO (2) NEW SETS OF UTILITY PLANS FOR FURTHER
REVIEW AND APPROVAL.
YOUR COOPERATION IS GREATLY APPRECIATED. PLEASE CALL ME AT
748-1343 IF YOU HAVE ANY FURTHER QUESTIONS REGARDING THIS
MATTER.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: JESSE W. SMITH, P.E. (804)748-1998
NAME OF PLAN: OLD BUCKINGHAM FOREST, SECTION 5
CASE NUMBER: 13CP0033
LATEST PLAN DATE: 12/03/12
DEPT. REC'D. DATE: 12/06/12
SUBMITTAL NUMBER: ONE
REVIEW DATE: 01/02/13
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
1. PER PROFFERED CONDITION 10 OF CASE 07SN0357, IN
CONJUNCTION WITH THE INITIAL DEVELOPMENT ON THE
PROPERTY, OLD BUCKINGHAM ROAD SHALL BE WIDENED AND
OVERLAID ADJACENT TO THE PROPERTY. IF SOME OF THESE
IMPROVEMENTS HAVE ALREADY BEEN PROVIDED, THEY SHOULD
BE LABELED ON THE PLANS OR SHOWN IN CROSS SECTIONS.
2. PER PROFFERED CONDITION 16 OF CASE 07SN0357, IN
CONJUNCTION WITH THE INITIAL DEVELOPMENT ON THE
PROPERTY, MULTI-WAY STOP SIGNS SHALL BE INSTALLED AT
TWO INTERSECTIONS, IF APPROVED BY VDOT.
============================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: JESSE W. SMITH, P.E. (804)748-1998
NAME OF PLAN: OLD BUCKINGHAM FOREST, SECTION 5
CASE NUMBER: 13CP0033
LATEST PLAN DATE: 02/08/13
DEPT. REC'D. DATE: 02/12/13
SUBMITTAL NUMBER: TWO
REVIEW DATE: 02/25/13
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
1. PER PROFFERED CONDITION 10 OF CASE 07SN0357, IN
CONJUNCTION WITH THE INITIAL DEVELOPMENT ON THE
PROPERTY, OLD BUCKINGHAM ROAD SHALL BE WIDENED AND
OVERLAYED ADJACENT TO THE PROPERTY. BASED ON A FIELD
EVALUATION, THE ONLY AREA OF CONCERN IS THE EXISTING
CULVERT AT STATION 14+00. OVERLAY OF THE ROAD SHOULD
STILL BE PROVIDED.
2. PER PROFFERED CONDITION 16 OF CASE 07SN0357, IN
CONJUNCTION WITH THE INITIAL DEVELOPMENT ON THE
PROPERTY, MULTI-WAY STOP SIGNS SHALL BE INSTALLED AT
TWO INTERSECTIONS, IF APPROVED BY VDOT.
============================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: JESSE W. SMITH, P.E. (804)748-1998
NAME OF PLAN: OLD BUCKINGHAM FOREST, SECTION 5
CASE NUMBER: 13CP0033
LATEST PLAN DATE: 03/22/13
DEPT. REC'D. DATE: 03/27/13
SUBMITTAL NUMBER: THREE
REVIEW DATE: 04/16/13
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
1. PER PROFFERED CONDITION 10 OF CASE 07SN0357, IN
CONJUNCTION WITH THE INITIAL DEVELOPMENT ON THE
PROPERTY, OLD BUCKINGHAM ROAD SHALL BE WIDENED AND
OVERLAYED ADJACENT TO THE PROPERTY. THE OVERLAY SHOULD
BE SHOWN ON THE PLANS BUT MAY BE WAIVED PRIOR TO
CONSTRUCTION IF IT IS DETERMINED THAT THE AREA HAS
BEEN OVERLAYED RECENTLY.
2. PER PROFFERED CONDITION 16 OF CASE 07SN0357, IN
CONJUNCTION WITH THE INITIAL DEVELOPMENT ON THE
PROPERTY, MULTI-WAY STOP SIGNS SHALL BE INSTALLED AT
TWO INTERSECTIONS, IF APPROVED BY VDOT.
============================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: JESSE W. SMITH, P.E. (804)748-1998
NAME OF PLAN: OLD BUCKINGHAM FOREST, SECTION 5
CASE NUMBER: 13CP0033
LATEST PLAN DATE: 06/20/13
DEPT. REC'D. DATE: 06/21/13
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 07/12/13
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
1. PER PROFFERED CONDITION 10 OF CASE 07SN0357, IN
CONJUNCTION WITH THE INITIAL DEVELOPMENT ON THE
PROPERTY, OLD BUCKINGHAM ROAD SHALL BE WIDENED AND
OVERLAYED ADJACENT TO THE PROPERTY. THE OVERLAY SHOULD
BE SHOWN ON THE PLANS BUT MAY BE WAIVED PRIOR TO
RECORDATION IF IT IS DETERMINED THAT THE AREA HAS
BEEN OVERLAYED RECENTLY. THE OVERLAY SHOULD BE SHOWN FOR
THE ENTIRE WIDTH OF THE ROAD.
2. PER PROFFERED CONDITION 16 OF CASE 07SN0357, IN
CONJUNCTION WITH THE INITIAL DEVELOPMENT ON THE
PROPERTY, MULTI-WAY STOP SIGNS SHALL BE INSTALLED AT
TWO INTERSECTIONS, IF APPROVED BY VDOT.
============================================================
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : AMY SOMERVELL / 751-4321
PLAN NAME : OLD BUCKINGHAM FOREST
PLAN NUMBER : 13CP0033
ORIGINAL PLAN DATE : 12-3-12
REVIEW DATE : 12-27-12
LATEST SUBMISSION DATE : 12-7-12
SUBMITTAL NUMBER : 1
STATUS : CORRECTIONS REQUIRED
1. CORRECT VICINITY MAP TO REFLECT GPIN 735710003700000
2. IN THE TYPICAL TP NOTE PLEASE ADD:..AND TREE PRESERVATION
STRIP. TO THE END OF THE NOTE.
3. ADD ALTERNATIVE TO THE CHAPTER CASE NUMBER TO GENERAL
NOTES (11TW0154)
4. THE SHARED LOT 3&4 DRIVEWAY APPEARS TO BE COMPLETELY ON
LOT 4 ADJACENT TO THE RIGHT OF WAY. THIS WILL REQUIRE AN
EASEMENT AGREEMENT FOR THE BENEFIT OF LOT 3.
NOTE:
1.VARIANCE IS REQUIRED FOR THE EXISTING HOUSE (PERHAPS ON
DETACHED STRUCTURES DEPENDING ON SETBACKS) PRIOR TO RECORD
PLAT SUBMITTAL
2. AN INSPECTION WILL BE REQUIRED FOR THE BUFFER AND TREE
PRESERVATION STRIP PRIOR TO RECORD PLAT
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : AMY SOMERVELL / 751-4321
PLAN NAME : OLD BUCKINGHAM FOREST
PLAN NUMBER : 13CP0033
ORIGINAL PLAN DATE : 12-3-12
REVIEW DATE : 3-1-13
LATEST SUBMISSION DATE : 2-8-13
SUBMITTAL NUMBER : 2
STATUS : CLARIFICATION REQUIRED
TABLE REVIEW : Y
1. THE BUFFER SHOWN ON LOT 3 APPEARS TO HAVE VA POWER
EASEMENT RUNNING PARALLEL THROUGH IT. THE BUFFER SHOULD BE
ADJUSTED.
2. THE CALCULATIONS FOR THE AVERAGE LOT SIZE AND DENSITY
FOR LOTS 6-15 ARE CONFLICTING WITH THE TENTATIVE INFORMATION
CLARIFY LOTS 6-15 MEET THE ZONING CONDITION #4
NOTE:
1. THE SINGLE FAMILY DWELLING TO BE RELOCATED TO PROPOSED
LOT 9 REQUIRES A BUILDING PERMIT. THE BUILDING PERMIT CANNOT
BE REVIEWED UNTIL THE PLAT HAS BEEN RECORDED DUT TO THE LOT
WILL NOT EXIST UNTIL SUCH TIME.
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : AMY SOMERVELL / 751-4321
PLAN NAME : OLD BUCKINGHAM FOREST
PLAN NUMBER : 13CP0033
ORIGINAL PLAN DATE : 12-3-12
REVIEW DATE : 4-22-13
LATEST SUBMISSION DATE : 3-26-13
SUBMITTAL NUMBER : 3
STATUS : VERIFICATION REQUIRED
TABLE REVIEW : YES
1. THE CALCULATIONS FOR THE AVERAGE LOT SIZE AND DENSITY
FOR LOTS 6-15 ARE STILL NOT CLEAR. WHERE ARE THE CALCULATION
S FOR LOTS 6-15 TO VERIFY THEY MEET THE ZONING CONDITION #4?
PROVIDE EACH LOT SIZE FOR LOTS 6-15 AND THE AMOUNT OF R/W
FOR THAT CULDESAC WITHIN THE TENTATIVE BOUNDARY ONLY.
NOTES:
2. THE SINGLE FAMILY DWELLING TO BE RELOCATED TO PROPOSED
LOT 9 REQUIRES A BUILDING PERMIT. THE BUILDING PERMIT CANNOT
BE REVIEWED UNTIL THE PLAT HAS BEEN RECORDED BUT TO THE LOT
WILL NOT EXIST UNTIL SUCH TIME.
3.VARIANCE IS REQUIRED FOR THE EXISTING HOUSE (PERHAPS ON
DETACHED STRUCTURES DEPENDING ON SETBACKS) PRIOR TO RECORD
PLAT SUBMITTAL
4. AN INSPECTION WILL BE REQUIRED FOR THE BUFFER AND TREE
PRESERVATION STRIP PRIOR TO RECORD PLAT
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : AMY SOMERVELL / 751-4321
PLAN NAME : OLD BUCKINGHAM FOREST
PLAN NUMBER : 13CP0033
ORIGINAL PLAN DATE : 12-3-12
REVIEW DATE : 7-25-13
LATEST SUBMISSION DATE : 6-20-13
SUBMITTAL NUMBER : 4
STATUS : PENDING APPROVAL
1. THE SINGLE FAMILY DWELLING TO BE RELOCATED TO PROPOSED
LOT 9 REQUIRES A BUILDING PERMIT. THE BUILDING PERMIT CANNOT
BE REVIEWED UNTIL THE PLAT HAS BEEN RECORDED
2. THE SINGLE FAMILY DWELLING TO BE RELOCATED TO PROPOSED
LOT 9 REQUIRES A BUILDING PERMIT. THE BUILDING PERMIT CANNOT
BE REVIEWED UNTIL THE PLAT HAS BEEN RECORDED DUT TO THE LOT
3.VARIANCE IS REQUIRED FOR THE EXISTING HOUSE (PERHAPS ON
DETACHED STRUCTURES DEPENDING ON SETBACKS) PRIOR TO RECORD
PLAT SUBMITTAL
4. AN INSPECTION WILL BE REQUIRED FOR THE BUFFER AND TREE
PRESERVATION STRIP PRIOR TO RECORD PLAT
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: OLD BUCKINGHAM FOREST
PLAN NUMBER: 13CP0033
ORIGINAL PLAN DATE : 12/03/12
LATEST REVISION DATE:
REVIEW DATE: 12/19/12
LATEST SUBMISSION DATE: 12/11/12
SUBMITTAL NUMBER: 1ST REVIEW
STATUS: NOT APPROVED
TABLE REVIEW: NO
COMMENTS
SHOW THE EXISTING HYDRANTS THAT IS AT 1419 UNISON DRIVE.
ALSO THE EXISTING WATERLINE IS NOT SHOWN CLEARLY ON THE
EXISTING PART OF LITTLE POND LANE.
THE PROPOSED HYDRANT NEEDS TO BE RELOCATED TO RIGHT AFTER
WHERE THE TIE IN.
A HYDRANT NEEDS TO BE ADDED ON THE PROPERTY LINE OF LOT 3
AND 4.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: OLD BUCKINGHAM FOREST
PLAN NUMBER: 13CP0033
ORIGINAL PLAN DATE : 12/03/12
LATEST REVISION DATE: 02/08/13
REVIEW DATE: 03/04/13
LATEST SUBMISSION DATE: 02/13/13
SUBMITTAL NUMBER: 2ND REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: OLD BUCKINGHAM FOREST
PLAN NUMBER: 13CP0033
ORIGINAL PLAN DATE : 12/03/12
LATEST REVISION DATE: 3/22/13
REVIEW DATE: 4/19/13
LATEST SUBMISSION DATE: 3/28/13
SUBMITTAL NUMBER: 3RD REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: OLD BUCKINGHAM FOREST
PLAN NUMBER: 13CP0033
ORIGINAL PLAN DATE : 12/03/12
LATEST REVISION DATE: 6/20/13
REVIEW DATE: 4/19/13
LATEST SUBMISSION DATE: 6/21/13
SUBMITTAL NUMBER: 4TH REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
=========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : LYNDA GILBERTSON, P.E. / 706-2116
NAME OF PLAN : OLD BUCKINGHAM FOREST, SECTION 5
SITE PLAN NO. : 13CP0033
ORIGINAL PLAN DATE : DECEMBER 13, 2012
DEPT. REC'D DATE : DECEMBER 10,2012
SUBMITTAL NUMBER : ONE
REVIEW DATE : JANUARY 15, 2013
RECOMMENDATION : REVISIONS REQUIRED
AS A REMINDER THE RESPONSIBILITY FOR ACHIEVING AND
MAINTAINING SATISFACTORY LOT DRAINAGE WILL BE THAT OF
THE DEVELOPER UP THROUGH A PERIOD OF ONE YEAR AFTER
STATE ACCEPTANCE OF THE SUBDIVISION ROADS.
IT HAS RECENTLY COME TO OUR ATTENTION THAT THE STATE
STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
REQUIREMENTS CONCERNING THE 10-YEAR STORM PEAK
ATTENUATION AND WATER QUALITY COMPLIANCE WHICH VARIES
FROM BAY ACT COMPLIANCE MAY BECOME AN ISSUE DURING THE
STATE SITE INSPECTION PROCESS. COUNTY CONSTRUCTION PLAN
APPROVAL DOES NOT RELIEVE THE OWNER/DEVELOPER OF
RESPONSIBILITY FOR COMPLIANCE TO STATE REGULATIONS -
E.G. VAC50-60-80 FLOODING AND 4VAC50-60-60 WATER
QUALITY. TECHNICAL ASSISTANCE FROM DCR IS AVAILABLE AND
RECOMMENDED.
RESPONSIBILITY FOR COMPLIANCE TO CHESTERFIELD COUNTY
STANDARDS AND POLICIES AND STATE AND FEDERAL REGULATIONS
WILL BE PLACED ON THE PROFESSIONAL ENGINEER WHO SIGNS
AND SEALS THE CONSTRUCTION PLANS APPROVAL.
======== CBPA ============
1. DOCUMENTATION SATISFACTORY TO ENVIRONMENTAL ENGINEERING
MUST BE PROVIDED FOR THE PURCHASED OF THE OFFSITE
CREDITS PRIOR TO PLAN APPROVAL.
2. LOCATE THE CBPA/MS-4 COMPLIANCE TABLE ON THE CBPA
COMPLIANCE PLAN SHEET 10.
======== EROSION CONTROL ============
1. PLEASE SUBMIT AN ITEMIZED COST ESTIMATE FOR REVIEW OF
THE EROSION AND SEDIMENT CONTROL BOND AMOUNT.
2. AS A PREREQUISITE TO ISSUANCE OF A LAND DISTURBANCE
PERMIT:
A.PLANNING DEPARTMENT APPROVAL MUST BE RECEIVED.
B.WETLANDS PERMIT DOCUMENTATION FROM THE COE/DEQ MUST
BE RECEIVED.
C. A PROCESSED VSMP REGISTRATION AND FEE FORM MUST BE
RECEIVED.
D.THE DB-PG FOR THE OFFSITE TEMPORARY CONSTRUCTION
EASEMENT OR LETTER OF PERMISSION FOR GRADING ON THE
GERMAIN PROPERTY MUST BE RECEIVED.
E.AN EROSION AND SEDIMENT CONTROL BOND FOR AN APPROVED
AMOUNT MUST BE POSTED.
F.A COPY OF THE VDOT LAND USE PERMIT MUST BE RECEIVED,
IF APPLICABLE.
G.TWO ADDITIONAL SETS OF PLANS TO BE STAMPED "APPROVED
FOR CONSTRUCTION" MUST RECEIVED.
H.THE PIPE BARREL FOR THE SEDIMENT BASIN/SWM MUST
BE ON-SITE.
I.A DISKETTE / CD, THE FORMAT OF WHICH SHALL BE
AUTOCAD.DWG OR DXF, MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENT ENGINEERING. THE DISKETTE /
CD MUST CONTAIN THE FOLLOWING, EACH IN A SEPARATE
LAYER:
I. EDGES OF IMPERVIOUS AREA OF ROADS TO INCLUDE C&G
AND EDGES OF SIDEWALKS.
II. THE STORM SEWER SYSTEM AND ALL CULVERTS. A LAYER
REPORT PRINTED FROM AUTOCAD MUST BE SUBMITTED WITH
THE DISKETTE / CD. ARCGIS SHAPEFILES SHOULD HAVE
EACH ITEM CLEARLY IDENTIFIED IN THE ATTRIBUTE TABLE.
BOTH THE DISKETTE / CD AND THE REPORT MUST BE LABELED
WITH THE SUBDIVISION NAME AND SECTION, SUBDIVISION
PLAN
NUMBER, AND THE ENGINEERING FIRM. ALL AUTOCAD FILES
MUST BE REFERENCED DIRECTLY TO VIRGINIA STATE PLANE
COORDINATE SYSTEM, SOUTH ZONE, IN THE NAD83 DATUM.
III.ALL JURISDICTIONAL WETLAND AREAS AND / OR WATERS OF
THE STATE.
IV. STREAMS AND OTHER WATER BODIES.
V. LOCATIONS OF FIELD VERIFIED RESOURCE PROTECTION AREA
DESIGNATIONS TO INCLUDE, WATER BODIES WITH PERENNIAL
FLOW, TIDAL SHORES, TIDAL WETLANDS, NON-TIDAL
WETLANDS, CONNECTED AND CONTIGUOUS TO TIDAL WETLANDS
OR PERENNIAL FLOW.
IV. LOCATIONS OF PERENNIAL FLOW ORIGINS AND THEIR
ASSOCIATED GPS COORDINATES (NAD83 STATE PLANE VA
SOUTH FEET).
IIV.LOCATION(S) OF BREAK POINT(S) IN SURFACE FLOW AND /
OR NON-CONTIGUOUS WETLANDS AND THEIR ASSOCIATED GPS
COORDINATES (NAD83 STATE PLANE VA SOUTH FEET).
XI. FLOOD PLAINS.
3. PER TENTATIVE CONDITION #6 STATES "ENVIRONMENTAL
ENGINEERING DEPARTMENT MAY IMPOSE A MORE RIGOROUS
EROSION AND SEDIMENT CONTROL PROGRAM THAN THAT WHICH IS
PROVIDED BY MINIMUM STANDARDS FOUND IN THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK. THIS COULD
INCLUDE THE UTILIZATION OF SUPER SILT FENCE AND PAM.
4. SHOW AND LABEL THE MS-19 CROSS SECTIONS ON SHEET 6 IN
LIEU OF SHEET 2 AS THIS IS A EROSION CONTROL CONCERN.
5. INCLUDE IN THE PHASE II CONSTRUCTION NARRATIVE ON SHEET
6 THE INSTALLATION OF THE FOLLOWING ITEMS;
A. SWM WITH A REFERENCE TO THE CONSTRUCTION NARRATIVE ON
SHEET 9.
B. THE REMOVAL OF TEMPORARY CULVERTS T1 AND T2.
C. THE INSTALLATION OF STRUCTURES 16 AND 17 WHEN RAIN IS
NOT EXCEPTED AND ALL PIPE SECTIONS WILL BE ON SITE
PRIOR TO CLEARING AND EXCAVATING.
6. GHOST LABEL THE LOT LINES, LOTS NUMBERS AND STREET NAME
ON EROSION CONTROL PHASE ONE (SHEET 5).
7. INCLUDE IN NOTE ONE OF THE PHASE I CONSTRUCTIVE
NARRATIVE ON SHEET 5 THAT THE CRLD MUST ATTEND THE
PRE-CONSTRUCTION MEETING.
8. INCLUDE A NOTE IN THE PHASE I CONSTRUCTION NARRATIVE ON
SHEET 5 THAT STRUCTURE 15 THE O-RING PIPE BARREL WILL BE
ON SITE PRIOR TO LAND DISTURBANCE PERMIT ISSUANCE.
9. REMOVE THE FOLLOWING NOTES ON SHEET 5 AS THERE IS NO RPA
ON SITE;
- THE SECOND AND THIRD SENTENCES IN THE THIRD NOTE.
- THE TWELVE NOTE.
- THE THIRTEENTH NOTE.
10. EXTEND THE TEMPORARY DIVERSION DIKE (DD) TO THE SILT
FENCE OUTLET IN THE CUL DE SAC BULB REDUCE THE VELOCITY
AND PREVENT DAMAGING SILT FENCE FROM POINT SOURCE ON
SHEET 5.
11. CONSIDER DELETING THE SURFACE ROUGHENING AND OPTIC
ORANGE SUPER SILT FENCE FROM THE EROSION CONTROL LEGEND
ON SHEETS 5 AND 6 AND INCLUDE THE CULVERT INLET
PROTECTION (CIP).
12. CONSIDER DELETING THE OPTIC ORANGE SUPER SILT FENCE,
SURFACE ROUGHENING, TEMPORARY SLOPE DRAIN, TEMPORARY
RIGHT-OF-WAY AND UTILITY STREAM CROSSING DETAILS ON
SHEET 8 AS THESE ARE NOT USED IN THESE CONSTRUCTION
PLANS.
13. DELETE THE RPA RESTORATION PLAN IN THE UPPER LEFT CORNER
OF SHEET 8 AS THERE IS NO RPA WITHIN THE PROJECT LIMITS.
============ BMP ==============
1. THE TENTATIVE PLAN CALL FOR A BMP WET POND AND THE
CONSTRUCTION PLANS AND ROUTING IS FOR A DRY POND AND
CREDIT PURCHASE, PLEASE CLARIFY.
2. THE LOCATION OF THE SWM/BMP, THE DAM AND SPILLWAY AND
THE SWM EASEMENT TO THE PROXIMITY OF THE EXISTING
SANITARY SEWER AND PER TENTATIVE CONDITION #12.
3. AS A REMINDER THE STORMWATER / B.M.P. FACILITY MUST BE
CERTIFIED BY A PROFESSIONAL ENGINEER PRIOR TO STATE
ACCEPTANCE OF THE SUBDIVISION ROADS.
4. LABEL THE SIDE SLOPES IN SWM/BMP FACILITIES IN THE
PLAN VIEW ON SHEET 9.
5. INCLUDE A NORTH ARROW FOR THE THREE GRADING
PLANS ON SHEET 9.
6. SHOW AND LABEL A LOW FLOW CONCRETE CHANNEL WITH 5:1 S:S
AND A MINIMUM 3-INCH DEPTH THE LENGTH OF THE SWM
DETENTION POND. FROM THE EXISTING 15-INCH CULVERT TO
STRUCTURE 15 ON SHEET 9. INCLUDE AN ENLARGED DETAIL
OF THE RADIAL CONNECTION FROM THE OUTLET OF STRUCTURE 1,
ALL CONCRETE CONNECTIONS TO PIPE STRUCTURES ARE WRAPPED
TO THE CROWN. FURTHER DISCUSSION MAYBE HELPFUL.
7. EXTEND THE SWM PROFILE VIEW ON SHEET 9 TO INCLUDE A
SUFFICIENT DISTANCE OF THE NATURAL CHANNEL BELOW THE
OUTLET PROTECTION.
8. DELETE THE 2-INCHES OF TOPSOIL FROM THE BMP ACCESS ROAD
SECTION ON SHEET 9 AND INCLUDE A NOTE THAT "HYDRO
SEEDING SURFACE OPTIONAL".
9. AS SHOWN, LICENSE AGREEMENT REQUIRED FOR EXISTING
DRIVEWAY LOT 5 TO SERVE AS OUR ACCESS.
10. INCLUDE A GRAPHICAL REPRESENTATION OF THE GRAVEL SWM
ACCESS ROAD FROM THE END OF THE EXISTING ASPHALT
DRIVEWAY TO THE SWM DETENTION EASEMENT ON SHEETS 3 AND
9.
========= ROAD AND DRAINAGE ==============
1. TENTATIVE CONDITION #2 STATES " DRAINAGE IMPROVEMENTS
ENCLOSED IN A COUNTY DRAINAGE EASEMENTS WHICH SATISFY
10/100 YEAR CRITERIA SHALL BE PROVIDED ALONG THE
INTERMITTENT STREAM CROSSING LOTS 1-5. REFER TO
PROFFERED CONDITION 6B." AND
PROFFERED CONDITION 6B STATES "THE EXISTING CHANNEL
LOCATED ON TAX I.D. 734-710-7726 SHALL BE RELOCATED
AND/OR REDESIGNED SUCH THAT THE OUTFALL LOCATION WILL
ALIGN WITH THE EXISTING DRAINAGE DITCH/OUTFALL PIPE
LOCATED PARALLEL TO THE FRONT LINE OF TAX ID
734-709-7726.
SHOW AND LABEL A TEMPORARY CONSTRUCTION EASEMENT FOR THE
FILLING, GRADING AND RESTORATION OF THE EXISTING
DRAINAGE WAY ON THE GERMAIN PROPERTY.
2. TENTATIVE CONDITION #3 STATES "A DAM FAILURE ANALYSIS
SHALL BE PERFORMED BASED ON AN OVER TOPPING BREACH OF
THE DAM DURING A 100-YEAR STORM EVENT. CRITERIA AS PER
VIRGINIA DAM SAFETY REGULATIONS WILL TAKE PRECEDENCE.
THE PROPOSED HOMES AND EXISTING 1303 UNISON DRIVE SHALL
BE OUTSIDE THE DAM FAILURE INUNDATION LIMITS." SHOW
THAT THE INUNDATION LIMITS ARE OUTSIDE OF THE EXISTING
HOME AT 1303 UNISON DRIVE, THE DAM FAILURE LIMITS ARE
STOP AT THE PROPERTY LINE.
3. TENTATIVE CONDITION #5 STATES "PRIOR TO CONSTRUCTION
PLAN APPROVAL, THE ENVIRONMENTAL ENGINEERING DEPARTMENT
MUST HAVE RECEIVED DOCUMENTATION THAT THE SUBDIVIDER OR
HIS REPRESENTATIVE HAVE NOTIFIED CERTAIN PROPERTY OWNERS
DETERMINED BY THE DEPARTMENT OF PROPOSED ADJACENT
CONSTRUCTION ACTIVITY."
A. N/F PAUL & MARCIA GERMIAN, GPIN 734-709-4390
B. N/F ELIZABETH H. ARNOLD, GPIN 735-710-1440
C. JK & OR SKEENS TRS, GPIN 734-710-4382
D. MONIKA G. PILAND, GPIN 734-710-5064
4. TENTATIVE CONDITION #11 STATES "UNLESS OTHERWISE
APPROVED, ANY ENCROACHMENT OF THE EXISTING GARAGE AT LOT
5 INTO THE ON 50' VEGETATED PERIMETER YARD SETBACK WILL
REQUIRE A WRITTEN VARIANCE REQUEST FOR A REDUCTION TO
THE DIRECTOR OF ENVIRONMENTAL ENGINEERING FOR REVIEW
AND/OR APPROVAL PRIOR TO CONSTRUCTION PLAN APPROVAL."
5. PROVIDE THE CULVERT CALCULATIONS FOR STRUCTURES 15, 16
AND 17.
6. IRREGULAR CHANNEL SECTION 4 WATER SURFACE ELEVATION ON
THE WORKSHEET IS AT 252.01 FT AND THE SCALED SECTION ON
SHEET 11 IS AT 251.76 PLEASE ADDRESS.
7. THE DISCHARGE FOR ALL 5 IRREGULAR CHANNEL CROSS SECTIONS
ARE SET AT A CONSERVATIVE 42.00 CFS FOR THE 100-YEAR
STORM EVENT. THE HYDROCAD ROUTING AT THE LOCATIONS ARE
SLIGHTLY LOWER; SECTION 1-40.11 CFS, SECTION 2-39.54
CFS, SECTION 3-40.46 CFS, SECTION 4-40.85 CFS AND
SECTION 5-40.93 CFS, PLEASE REVISE.
8. REVISE WORKSHEET AS THE AVERAGE LOT SIZE OF 0.48 WOULD
HAVE AN IMPERVIOUS COVER OF 21.0% WHICH WOULD
0.56 LB/AC/YR. THE SITE AREA IS 7.69 ACRES FOR A
LPRE = 3.46 LB/YR AND LPOST = 4.31 LB/YR AND A REQUIRED
REMOVAL OF 0.85 LB/YR. PLEASE REVISE THE CBPA COMPLIANCE
NOTE ON THE COVER SHEET.
9. ON THE HYDROCAD BMP ROUTING PAGE 5 PIPE LISTING THE
LENGTH OF LINE 5 IS 30-FEET IN LIEU OF 29-FEET, PLEASE
REVISE.
10. REVISE THE ASCENDING/DESCENDING LEGS TO 1.0/1.5 IN THE
HYDROCAD BMP ROUTING.
11. INCLUDE THE DISTURBED ACRES (1.17 AC) IN THE GENERAL
NOTES ON THE COVER SHEET.
12. INCLUDE A FEW MORE STREET NAME AND ROUTE NUMBERS ON THE
VICINITY MAP ON THE COVER SHEET.
13. ADDRESS THE FOLLOWING CONCERNS ON 12516 LITTLE POND
LANE ON SHEETS 2 AND 9;
I. SHOW AND LABEL A SIZED DRIVEWAY CULVERT, CURB AND
GUTTER (CG-6) ON THE NORTHSIDE OF LITTLE POND LANE
STOPS ON AT THE SECTION LIMITS AND PONDING COULD
OCCUR BETWEEN THE END OF THE CG-6 AND THE DRIVEWAY
ENTRANCE.
II. PLEASE REVISE THE DRIVEWAY ENTRANCE FOR THE
PROPERTY AS A CG-9D IS NOT APPROPRIATE IN THE
LOCATION.
III. SHOW AND LABEL THE GRADING OF THE ROADSIDE TYING
INTO THE EXISTING DITCH.
IV. INCLUDE AN ENLARGED DETAIL OF THE RADIUS FOR THE
TRANSITION FROM THE CURB AND GUTTER TO THE ROADSIDE
DITCH TO SHOW A LESS ABRUPT CHANGE IN DIRECTION IN
THE FLOW.
14. LABEL THE FOLLOWING LOTS WITH A NO BUILDING PERMIT LABEL
FOR GRADING (NBPG) ON SHEET 2; LOT 6 AND 9.
15. LABEL THE STATIONS OF STRUCTURES 1 THRU 10 IN PLAN VIEW
ON SHEET 2 THE SAME AS PROFILE VIEW ON SHEET 4.
16. REVISE STRUCTURE 6 FROM A DI-3A TO A DI-6B AND IN THE
COMMENT COLUMN OF THE DRAINAGE DESCRIPTION INCLUDE THE
SLOT LOCATIONS ON THE NORTH AND SOUTH SIDES WITH 2-FOOT
CONCRETE GUTTER ON SHEET 2. PROVIDE A TYPICAL DI-6
DETAIL WITH THE 2-FEET GUTTER ON SHEET 13.
17. INCLUDE IN THE COMMENTS ON THE DRAINAGE DESCRIPTION
(SHEET 2) FOR STRUCTURES 10 AND 14 REAR SLOT EL = XXX.XX
"WITH 2-FOOT GUTTER PAN".
18. REVISE THE LABEL IN THE VICINITY OF THE OUTLET
PROTECTION FOR STRUCTURE 1 TO READ "SWM DETENTION POND"
ON SHEET 2.
19. CORRECT THE TYPOGRAPHICAL ERROR IN THE THIRD UTILITY
INSTALLATION NOTE ON SHEETS 2 AND 3 TO READ "… APPROVED
SADDLE WHEN TAPPING THE EXISTING SEWER LINE."
20. REVISE THE "50-FOOT PERIMETER YARD" LABEL TO READ
"50-FOOT VEGETATIVE PERIMETER YARD SETBACK" ON LOTS 5
AND 12 ON SHEETS 2 AND 3.
21. REMOVE THE PROPOSED 16-FOOT DRAINAGE EASEMENT ENCLOSING
THE EXISTING CHANNEL ENCUMBERED BY FLOODPLAIN,
WETLANDS/WOUS CROSSING LOTS 1 THRU 4 ON SHEET 3.
22. INCLUDE IN THE DRAINAGE DESCRIPTION TABLE ON SHEET 3
THAT STRUCTURE 14 THRU 18 ARE DOUBLE PIPE STRUCTURES.
23. INCLUDE IN THE COMMENTS SECTION OF THE DRAINAGE
DESCRIPTION ON SHEET 3 FOR STRUCTURE 15 THAT IT IS
O-RING PIPE.
24. REVISE THE DAM FAILURE LIMITS LINE TYPE ON SHEET 3 TO
THE "---DF---DF---" LINE TYPE, SIMILAR TO THE DASHED RPA
LINE TYPE.
25. LABEL LOTS 1 THRU 4 AND LOTS 11 AND 12 WITH A MINIMUM
FINISHED FLOOR ELEVATION ONE FOOT ABOVE THE DAM FAILURE
LIMITS (MFFFP) ON SHEET 3.
26. INCLUDE THE DEED BOOK AND PAGE NUMBER (1148/841) FOR THE
DEEDED SEWER EASEMENT CROSSING LOT 4 ON SHEET 3.
27. SHOW THE VARIABLE WIDTH SWM/DETENTION EASEMENT "BE"
ENCLOSING THE SWM, OUTLET PROTECTION AND THE 20-FOOT
ACCESS ROAD ON SHEETS 3 AND 9. THE ACCESS ROAD EASEMENT
IS CLOSED OFF AND STRUCTURE 15 AND OUTLET PROTECTION WAS
MISSED.
28. CONSIDER DELETING THE 16' SEWER EASEMENT "SE', VARIABLE
WIDTH EASEMENT FOR VDOT MAINTENANCE "VE", 5' LANDSCAPE
EASEMENT "LE" 16' EASEMENT "RE" AND THE 20' DRAINAGE AND
SWM ACCESS EASEMENT "BE" FROM THE EASEMENT LEGEND ON
SHEETS 2 AND 3 AS THESE ARE NOT USED.
29. CONSIDER ADJUSTING THE SLOPE TO GREATER THAN THE MINIMUM
0.75-PERCENT AT THE REAR DITCH LOTS 14/15 ON SHEET 4,
OTHER, PAVING IS REQUIRED.
30. LABEL STRUCTURE 10 IN SIDE SWALE LOT 6 PROFILE VIEW ON
SHEET 4.
31. LABEL STRUCTURE 14 IN SIDE SWALE LOT 6 PROFILE VIEW ON
SHEET 4.
32. INCLUDE THE FOLLOWING IN STORM 1-10 PROFILE VIEW ON
SHEET 4.
A. SHOW A CONCRETE LINED LOW FLOW CHANNEL WRAPPING
STRUCTURE 1 TO THE CROWN.
B. THE LABEL THE SLOPE OF CONCRETE LINED LOW FLOW
CHANNEL.
C. SHOW A MINIMUM OF 12-INCHES OF COVER OVERTOP OF
STRUCTURE 1.
33. SHOW AND LABEL A TEMPORARY CONSTRUCTION EASEMENT FOR THE
SMALL PORTION OF GRADING OUTSIDE THE RIGHT-OF-WAY ON THE
GERMIAN PROPERTY (SHEET 9).
34. PLEASE PROVIDE A WRITTEN RESPONSE TO THESE COMMENTS
WITH YOUR NEXT PLAN SUBMITTAL. DESIGN, DETAIL, AND
CALCULATIONS REQUIRED BY THE ABOVE COMMENTS WILL BE
SUBJECT TO FURTHER REVIEW.
=========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : LYNDA GILBERTSON, P.E. / 706-2116
NAME OF PLAN : OLD BUCKINGHAM FOREST, SECTION 5
SITE PLAN NO. : 13CP0033
ORIGINAL PLAN DATE : DECEMBER 13, 2012
DEPT. REC'D DATE : FEBRUARY 11, 2013
SUBMITTAL NUMBER : TWO
REVIEW DATE : FEBRUARY 28, 2013
RECOMMENDATION : REVISIONS REQUIRED
AS A REMINDER THE RESPONSIBILITY FOR ACHIEVING AND
MAINTAINING SATISFACTORY LOT DRAINAGE WILL BE THAT OF
THE DEVELOPER UP THROUGH A PERIOD OF ONE YEAR AFTER
STATE ACCEPTANCE OF THE SUBDIVISION ROADS.
IT HAS COME TO OUR ATTENTION THAT THE STATE STORMWATER
POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS
CONCERNING THE 10-YEAR STORM PEAK ATTENUATION AND WATER
QUALITY COMPLIANCE WHICH VARIES FROM BAY ACT COMPLIANCE
MAY BECOME AN ISSUE DURING THE STATE SITE INSPECTION
PROCESS. COUNTY CONSTRUCTION PLAN APPROVAL DOES NOT
RELIEVE THE OWNER/DEVELOPER OF RESPONSIBILITY FOR
COMPLIANCE TO STATE REGULATIONS - E.G. VAC50-60-80
FLOODING AND 4VAC50-60-60 WATER QUALITY. TECHNICAL
ASSISTANCE FROM DCR IS AVAILABLE AND RECOMMENDED.
RESPONSIBILITY FOR COMPLIANCE TO CHESTERFIELD COUNTY
STANDARDS AND POLICIES AND STATE AND FEDERAL REGULATIONS
WILL BE PLACED ON THE PROFESSIONAL ENGINEER WHO SIGNS
AND SEALS THE CONSTRUCTION PLANS APPROVAL.
======== CBPA ============
1. DOCUMENTATION SATISFACTORY TO ENVIRONMENTAL ENGINEERING
MUST BE PROVIDED FOR THE PURCHASED OF THE OFFSITE
CREDITS PRIOR TO PLAN APPROVAL.
======== EROSION CONTROL ============
1. PLEASE SUBMIT AN ITEMIZED COST ESTIMATE FOR REVIEW OF
THE EROSION AND SEDIMENT CONTROL BOND AMOUNT.
2. AS A PREREQUISITE TO ISSUANCE OF A LAND DISTURBANCE
PERMIT:
A. PLANNING DEPARTMENT APPROVAL MUST BE RECEIVED.
B. WETLANDS PERMIT DOCUMENTATION FROM THE COE/DEQ MUST
BE RECEIVED.
C. A PROCESSED VSMP REGISTRATION AND FEE FORM MUST BE
RECEIVED.
D. THE DB-PG FOR THE OFFSITE TEMPORARY CONSTRUCTION
EASEMENT OR LETTER OF PERMISSION FOR GRADING ON THE
GERMAIN PROPERTY MUST BE RECEIVED.
E. AN EROSION AND SEDIMENT CONTROL BOND FOR AN APPROVED
AMOUNT MUST BE POSTED.
F. A COPY OF THE VDOT LAND USE PERMIT MUST BE RECEIVED,
IF APPLICABLE.
G. TWO ADDITIONAL SETS OF PLANS TO BE STAMPED "APPROVED
FOR CONSTRUCTION" MUST RECEIVED.
H. THE PIPE BARREL FOR THE SEDIMENT BASIN/SWM MUST
BE ON-SITE.
I. A CD, DVD OR ELECTRONIC FORMAT OF WHICH SHALL BE
AUTOCAD.DWG OR DXF, MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENT ENGINEERING. THE FILE MUST
CONTAIN THE FOLLOWING, EACH IN A SEPARATE LAYER:
I. EDGES OF IMPERVIOUS AREA OF ROADS TO INCLUDE C&G
AND EDGES OF SIDEWALKS.
II. THE STORM SEWER SYSTEM AND ALL CULVERTS. A LAYER
REPORT PRINTED FROM AUTOCAD MUST BE SUBMITTED WITH
THE CD, DVD OR ELECTRONIC. ARCGIS SHAPEFILES SHOULD
HAVE EACH ITEM CLEARLY IDENTIFIED IN THE ATTRIBUTE
TABLE.
BOTH THE CD, DVD, THE REPORT AND THE E-MAIL MUST BE
LABELED WITH THE SUBDIVISION NAME AND SECTION,
SUBDIVISION PLAN NUMBER, AND THE ENGINEERING FIRM. ALL
AUTOCAD FILES MUST BE REFERENCED DIRECTLY TO VIRGINIA
STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, IN THE NAD83
DATUM.
III. ALL JURISDICTIONAL WETLAND AREAS AND / OR WATERS OF
THE STATE.
IV. STREAMS AND OTHER WATER BODIES.
V. LOCATIONS OF FIELD VERIFIED RESOURCE PROTECTION AREA
DESIGNATIONS TO INCLUDE, WATER BODIES WITH PERENNIAL
FLOW, TIDAL SHORES, TIDAL WETLANDS, NON-TIDAL
WETLANDS, CONNECTED AND CONTIGUOUS TO TIDAL WETLANDS
OR PERENNIAL FLOW.
IV. LOCATIONS OF PERENNIAL FLOW ORIGINS AND THEIR
ASSOCIATED GPS COORDINATES (NAD83 STATE PLANE VA
SOUTH FEET).
IIV. LOCATION(S) OF BREAK POINT(S) IN SURFACE FLOW AND /
OR NON-CONTIGUOUS WETLANDS AND THEIR ASSOCIATED GPS
COORDINATES (NAD83 STATE PLANE VA SOUTH FEET).
XI. FLOOD PLAINS.
3. PER TENTATIVE CONDITION #6 STATES "ENVIRONMENTAL
ENGINEERING DEPARTMENT MAY IMPOSE A MORE RIGOROUS
EROSION AND SEDIMENT CONTROL PROGRAM THAN THAT WHICH IS
PROVIDED BY MINIMUM STANDARDS FOUND IN THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK. THIS COULD
INCLUDE THE UTILIZATION OF SUPER SILT FENCE AND PAM.
============ BMP ==============
1. PLEASE PROVIDE POND PACK ROUTING TARGETING THE CRITICAL
STORM TO CHECK THE HYDROCAD CRITICAL STORM AS DISCUSSED
BETWEEN ROBERT BOSWELL AND MYSELF.
2. INCLUDE IN THE MH-4-EXMH 5 SANITARY SEWER CONSTRUCTION
NARRATIVE ON SHEET 3 TO REMOVE MANHOLE #41 AND COMPACT
THE FILL TO 95% OF STANDARD PROCTOR FOR DAM EMBANKMENT,
THE EXISTING SANITARY SEWER IS TO BE ABANDONED AND
PLUGGED.
3. EXTEND THE SWM PROFILE VIEW ON SHEET 9 TO INCLUDE A
SUFFICIENT DISTANCE OF THE NATURAL CHANNEL BELOW THE
OUTLET PROTECTION.
4. INCLUDE IN THE SWM NARRATIVE ON SHEET 9 THAT "DAMAGED OR
CRACKED SECTIONS OF THE EXISTING CONCRETE DITCH AS
DETERMINED BY ENVIRONMENTAL ENGINEERING WILL BE SAWCUT
OUT AND REPLACED." DELETE THE NOTE EXISTING CRACKS TO
BE PARGED" FROM THE PROFILE VIEW.
5. AS A REMINDER THE STORMWATER / B.M.P. FACILITY MUST BE
CERTIFIED BY A PROFESSIONAL ENGINEER PRIOR TO STATE
ACCEPTANCE OF THE SUBDIVISION ROADS.
6. AS A REMINDER LICENSE AGREEMENT IS REQUIRED FOR EXISTING
DRIVEWAY LOT 5 TO SERVE AS OUR ACCESS TO RECORDED AT THE
SAME TIME AS PLAT RECORDATION..
========= ROAD AND DRAINAGE ==============
1. TENTATIVE CONDITION #2 STATES " DRAINAGE IMPROVEMENTS
ENCLOSED IN A COUNTY DRAINAGE EASEMENTS WHICH SATISFY
10/100 YEAR CRITERIA SHALL BE PROVIDED ALONG THE
INTERMITTENT STREAM CROSSING LOTS 1-5. REFER TO
PROFFERED CONDITION 6B." AND
PROFFERED CONDITION 6B STATES "THE EXISTING CHANNEL
LOCATED ON TAX I.D. 734-710-7726 SHALL BE RELOCATED
AND/OR REDESIGNED SUCH THAT THE OUTFALL LOCATION WILL
ALIGN WITH THE EXISTING DRAINAGE DITCH/OUTFALL PIPE
LOCATED PARALLEL TO THE FRONT LINE OF TAX ID
734-709-7726.
AS PREVIOUSLY REQUESTED SHOW AND LABEL GRADING FOR THE
RESTORATION OF THE EXISTING DRAINAGE WAY ON THE GERMAIN
PROPERTY. A LETTER OF PERMISSION OF TEMPORARY
CONSTRUCTION EASEMENT IS REQUIRED.
2. TENTATIVE CONDITION #5 STATES "PRIOR TO CONSTRUCTION
PLAN APPROVAL, THE ENVIRONMENTAL ENGINEERING DEPARTMENT
MUST HAVE RECEIVED DOCUMENTATION THAT THE SUBDIVIDER OR
HIS REPRESENTATIVE HAVE NOTIFIED CERTAIN PROPERTY OWNERS
DETERMINED BY THE DEPARTMENT OF PROPOSED ADJACENT
CONSTRUCTION ACTIVITY."
A. N/F PAUL & MARCIA GERMIAN, GPIN 734-709-4390
B. N/F ELIZABETH H. ARNOLD, GPIN 735-710-1440
C. JK & OR SKEENS TRS, GPIN 734-710-4382
D. MONIKA G. PILAND, GPIN 734-710-5064
3. TENTATIVE CONDITION #11 STATES "UNLESS OTHERWISE
APPROVED, ANY ENCROACHMENT OF THE EXISTING GARAGE AT LOT
5 INTO THE ON 50' VEGETATED PERIMETER YARD SETBACK WILL
REQUIRE A WRITTEN VARIANCE REQUEST FOR A REDUCTION TO
THE DIRECTOR OF ENVIRONMENTAL ENGINEERING FOR REVIEW
AND/OR APPROVAL PRIOR TO CONSTRUCTION PLAN APPROVAL."
4. AS PREVIOUSLY REQUESTED ADDRESS THE FOLLOWING CONCERNS
ON 12516 LITTLE POND LANE ON SHEETS 2 AND 9;
I. SHOW AND LABEL A SIZED DRIVEWAY CULVERT, CURB AND
GUTTER (CG-6) ON THE NORTHSIDE OF LITTLE POND LANE
STOPS ON AT THE SECTION LIMITS AND PONDING COULD
OCCUR BETWEEN THE END OF THE CG-6 AND THE DRIVEWAY
ENTRANCE.
II. PLEASE REVISE THE DRIVEWAY ENTRANCE FOR THE
PROPERTY AS A CG-9D IS NOT APPROPRIATE IN THE
LOCATION.
III. SHOW AND LABEL THE GRADING OF THE ROADSIDE TYING
INTO THE EXISTING DITCH.
IV. INCLUDE AN ENLARGED DETAIL OF THE RADIUS FOR THE
TRANSITION FROM THE CURB AND GUTTER TO THE ROADSIDE
DITCH TO SHOW A LESS ABRUPT CHANGE IN DIRECTION IN
THE FLOW.
5. REVISE THE MINIMUM FINISHED FLOOR LABEL TO DAM FAILURE
IN LIEU OF FLOODPLAIN ON LOTS 1 THRU 4 AND LOTS 11 AND
12 (SHEET 3).
6. REVISE THE TYPICAL DI-6 DETAIL WITH THE 2-FEET GUTTER IN
LIEU OF 6-FEET ON SHEET 13.
7. PLEASE PROVIDE A WRITTEN RESPONSE TO THESE COMMENTS
WITH YOUR NEXT PLAN SUBMITTAL. DESIGN, DETAIL, AND
CALCULATIONS REQUIRED BY THE ABOVE COMMENTS WILL BE
SUBJECT TO FURTHER REVIEW.
=========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : LYNDA GILBERTSON, P.E. / 706-2116
NAME OF PLAN : OLD BUCKINGHAM FOREST, SECTION 5
SITE PLAN NO. : 13CP0033
ORIGINAL PLAN DATE : DECEMBER 13, 2012
DEPT. REC'D DATE : MARCH 26, 2013
SUBMITTAL NUMBER : THREE
REVIEW DATE : APRIL 26, 2013
RECOMMENDATION : REVISIONS REQUIRED
AS A REMINDER THE RESPONSIBILITY FOR ACHIEVING AND
MAINTAINING SATISFACTORY LOT DRAINAGE WILL BE THAT OF
THE DEVELOPER UP THROUGH A PERIOD OF ONE YEAR AFTER
STATE ACCEPTANCE OF THE SUBDIVISION ROADS.
IT HAS COME TO OUR ATTENTION THAT THE STATE STORMWATER
POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS
CONCERNING THE 10-YEAR STORM PEAK ATTENUATION AND WATER
QUALITY COMPLIANCE WHICH VARIES FROM BAY ACT COMPLIANCE
MAY BECOME AN ISSUE DURING THE STATE SITE INSPECTION
PROCESS. COUNTY CONSTRUCTION PLAN APPROVAL DOES NOT
RELIEVE THE OWNER/DEVELOPER OF RESPONSIBILITY FOR
COMPLIANCE TO STATE REGULATIONS - E.G. VAC50-60-80
FLOODING AND 4VAC50-60-60 WATER QUALITY. TECHNICAL
ASSISTANCE FROM DCR IS AVAILABLE AND RECOMMENDED.
RESPONSIBILITY FOR COMPLIANCE TO CHESTERFIELD COUNTY
STANDARDS AND POLICIES AND STATE AND FEDERAL REGULATIONS
WILL BE PLACED ON THE PROFESSIONAL ENGINEER WHO SIGNS
AND SEALS THE CONSTRUCTION PLANS APPROVAL.
======== CBPA ============
1. DOCUMENTATION SATISFACTORY TO ENVIRONMENTAL ENGINEERING
MUST BE PROVIDED FOR THE PURCHASED OF THE OFFSITE
CREDITS PRIOR TO PLAN APPROVAL.
======== EROSION CONTROL ============
1. PLEASE SUBMIT AN ITEMIZED COST ESTIMATE FOR REVIEW OF
THE EROSION AND SEDIMENT CONTROL BOND AMOUNT.
2. AS A PREREQUISITE TO ISSUANCE OF A LAND DISTURBANCE
PERMIT:
A. PLANNING DEPARTMENT APPROVAL MUST BE RECEIVED.
B. WETLANDS PERMIT DOCUMENTATION FROM THE COE/DEQ MUST
BE RECEIVED.
C. A PROCESSED VSMP REGISTRATION AND FEE FORM MUST BE
RECEIVED.
D. THE DB-PG FOR THE OFFSITE TEMPORARY CONSTRUCTION
EASEMENT OR LETTER OF PERMISSION FOR GRADING ON THE
GERMAIN PROPERTY MUST BE RECEIVED.
E. AN EROSION AND SEDIMENT CONTROL BOND FOR AN APPROVED
AMOUNT MUST BE POSTED.
F. A COPY OF THE VDOT LAND USE PERMIT MUST BE RECEIVED,
IF APPLICABLE.
G. TWO ADDITIONAL SETS OF PLANS TO BE STAMPED "APPROVED
FOR CONSTRUCTION" MUST RECEIVED.
H. THE PIPE BARREL FOR THE SEDIMENT BASIN/SWM MUST
BE ON-SITE.
I. A CD, DVD OR ELECTRONIC FORMAT OF WHICH SHALL BE
AUTOCAD.DWG OR DXF, MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENT ENGINEERING. THE FILE MUST
CONTAIN THE FOLLOWING, EACH IN A SEPARATE LAYER:
I. EDGES OF IMPERVIOUS AREA OF ROADS TO INCLUDE C&G
AND EDGES OF SIDEWALKS.
II. THE STORM SEWER SYSTEM AND ALL CULVERTS. A LAYER
REPORT PRINTED FROM AUTOCAD MUST BE SUBMITTED WITH
THE CD, DVD OR ELECTRONIC. ARCGIS SHAPEFILES SHOULD
HAVE EACH ITEM CLEARLY IDENTIFIED IN THE ATTRIBUTE
TABLE.
BOTH THE CD, DVD, THE REPORT AND THE E-MAIL MUST BE
LABELED WITH THE SUBDIVISION NAME AND SECTION,
SUBDIVISION PLAN NUMBER, AND THE ENGINEERING FIRM. ALL
AUTOCAD FILES MUST BE REFERENCED DIRECTLY TO VIRGINIA
STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, IN THE NAD83
DATUM.
III. ALL JURISDICTIONAL WETLAND AREAS AND / OR WATERS OF
THE STATE.
IV. STREAMS AND OTHER WATER BODIES.
V. LOCATIONS OF FIELD VERIFIED RESOURCE PROTECTION AREA
DESIGNATIONS TO INCLUDE, WATER BODIES WITH PERENNIAL
FLOW, TIDAL SHORES, TIDAL WETLANDS, NON-TIDAL
WETLANDS, CONNECTED AND CONTIGUOUS TO TIDAL WETLANDS
OR PERENNIAL FLOW.
IV. LOCATIONS OF PERENNIAL FLOW ORIGINS AND THEIR
ASSOCIATED GPS COORDINATES (NAD83 STATE PLANE VA
SOUTH FEET).
IIV. LOCATION(S) OF BREAK POINT(S) IN SURFACE FLOW AND /
OR NON-CONTIGUOUS WETLANDS AND THEIR ASSOCIATED GPS
COORDINATES (NAD83 STATE PLANE VA SOUTH FEET).
XI. FLOOD PLAINS.
3. PER TENTATIVE CONDITION #6 STATES "ENVIRONMENTAL
ENGINEERING DEPARTMENT MAY IMPOSE A MORE RIGOROUS
EROSION AND SEDIMENT CONTROL PROGRAM THAN THAT WHICH IS
PROVIDED BY MINIMUM STANDARDS FOUND IN THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK. THIS COULD
INCLUDE THE UTILIZATION OF SUPER SILT FENCE AND PAM.
============ BMP ==============
1. AS A REMINDER THE STORMWATER / B.M.P. FACILITY MUST BE
CERTIFIED BY A PROFESSIONAL ENGINEER PRIOR TO STATE
ACCEPTANCE OF THE SUBDIVISION ROADS.
3. AS A REMINDER LICENSE AGREEMENT IS REQUIRED FOR EXISTING
DRIVEWAY LOT 5 TO SERVE AS OUR ACCESS TO RECORDED AT THE
SAME TIME AS PLAT RECORDATION..
========= ROAD AND DRAINAGE ==============
1. TENTATIVE CONDITION #2 STATES " DRAINAGE IMPROVEMENTS
ENCLOSED IN A COUNTY DRAINAGE EASEMENTS WHICH SATISFY
10/100 YEAR CRITERIA SHALL BE PROVIDED ALONG THE
INTERMITTENT STREAM CROSSING LOTS 1-5. REFER TO
PROFFERED CONDITION 6B."
PROFFERED CONDITION 6B STATES "THE EXISTING CHANNEL
LOCATED ON TAX I.D. 734-710-7726 SHALL BE RELOCATED
AND/OR REDESIGNED SUCH THAT THE OUTFALL LOCATION WILL
ALIGN WITH THE EXISTING DRAINAGE DITCH/OUTFALL PIPE
LOCATED PARALLEL TO THE FRONT LINE OF TAX ID
734-709-7726."
AS PREVIOUSLY REQUESTED SHOW AND LABEL GRADING FOR THE
RESTORATION OF THE EXISTING DRAINAGE WAY ON THE GERMAIN
PROPERTY. A LETTER OF PERMISSION OF TEMPORARY
CONSTRUCTION EASEMENT IS REQUIRED.
2. TENTATIVE CONDITION #5 STATES "PRIOR TO CONSTRUCTION
PLAN APPROVAL, THE ENVIRONMENTAL ENGINEERING DEPARTMENT
MUST HAVE RECEIVED DOCUMENTATION THAT THE SUBDIVIDER OR
HIS REPRESENTATIVE HAVE NOTIFIED CERTAIN PROPERTY OWNERS
DETERMINED BY THE DEPARTMENT OF PROPOSED ADJACENT
CONSTRUCTION ACTIVITY."
A. N/F PAUL & MARCIA GERMIAN, GPIN 734-709-4390
B. N/F ELIZABETH H. ARNOLD, GPIN 735-710-1440
C. JK & OR SKEENS TRS, GPIN 734-710-4382
D. MONIKA G. PILAND, GPIN 734-710-5064
3. TENTATIVE CONDITION #11 STATES "UNLESS OTHERWISE
APPROVED, ANY ENCROACHMENT OF THE EXISTING GARAGE AT LOT
5 INTO THE ON 50' VEGETATED PERIMETER YARD SETBACK WILL
REQUIRE A WRITTEN VARIANCE REQUEST FOR A REDUCTION TO
THE DIRECTOR OF ENVIRONMENTAL ENGINEERING FOR REVIEW
AND/OR APPROVAL PRIOR TO CONSTRUCTION PLAN APPROVAL."
4. AS PREVIOUSLY REQUESTED ADDRESS THE FOLLOWING CONCERNS
ON 12516 LITTLE POND LANE ON SHEETS 2 AND 9;
I. SHOW AND LABEL THE GRADING OF THE ROADSIDE TYING
INTO THE EXISTING DITCH.
II. INCLUDE AN ENLARGED DETAIL OF THE RADIUS FOR THE
TRANSITION FROM THE CURB AND GUTTER TO THE ROADSIDE
DITCH TO SHOW A LESS ABRUPT CHANGE IN DIRECTION IN
THE FLOW.
5. REVISE THE MINIMUM FINISHED FLOOR LABEL TO DAM FAILURE
IN LIEU OF FLOODPLAIN ON LOTS 11 AND 12 (SHEET 3).
6. PLEASE IN THE NOTES THAT "NO BUILDING PERMIT WILL BE
ISSUED UNTIL GRADING IS COMPLETE" IN THE ENVIRONMENTAL
NOTES ON SHEET 3.
7. PLEASE PROVIDE A WRITTEN RESPONSE TO THESE COMMENTS
WITH YOUR NEXT PLAN SUBMITTAL. DESIGN, DETAIL, AND
CALCULATIONS REQUIRED BY THE ABOVE COMMENTS WILL BE
SUBJECT TO FURTHER REVIEW.
=========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : LYNDA GILBERTSON, P.E. / 706-2116
NAME OF PLAN : OLD BUCKINGHAM FOREST, SECTION 5
SITE PLAN NO. : 13CP0033
ORIGINAL PLAN DATE : DECEMBER 13, 2012
DEPT. REC'D DATE : MARCH 26, 2013
SUBMITTAL NUMBER : FORTH
REVIEW DATE : JULY 8, 2013
RECOMMENDATION : APPROVAL PENDING REQUIRED DOCUMENTATION
TABLE REVISION : YES
AS A REMINDER THE RESPONSIBILITY FOR ACHIEVING AND
MAINTAINING SATISFACTORY LOT DRAINAGE WILL BE THAT OF
THE DEVELOPER UP THROUGH A PERIOD OF ONE YEAR AFTER
STATE ACCEPTANCE OF THE SUBDIVISION ROADS.
IT HAS COME TO OUR ATTENTION THAT THE STATE STORMWATER
POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS
CONCERNING THE 10-YEAR STORM PEAK ATTENUATION AND WATER
QUALITY COMPLIANCE WHICH VARIES FROM BAY ACT COMPLIANCE
MAY BECOME AN ISSUE DURING THE STATE SITE INSPECTION
PROCESS. COUNTY CONSTRUCTION PLAN APPROVAL DOES NOT
RELIEVE THE OWNER/DEVELOPER OF RESPONSIBILITY FOR
COMPLIANCE TO STATE REGULATIONS - E.G. VAC50-60-80
FLOODING AND 4VAC50-60-60 WATER QUALITY. TECHNICAL
ASSISTANCE FROM DCR IS AVAILABLE AND RECOMMENDED.
RESPONSIBILITY FOR COMPLIANCE TO CHESTERFIELD COUNTY
STANDARDS AND POLICIES AND STATE AND FEDERAL REGULATIONS
WILL BE PLACED ON THE PROFESSIONAL ENGINEER WHO SIGNS
AND SEALS THE CONSTRUCTION PLANS APPROVAL.
======== CBPA ============
1. DOCUMENTATION SATISFACTORY TO ENVIRONMENTAL ENGINEERING
MUST BE PROVIDED FOR THE PURCHASED OF THE OFFSITE
CREDITS PRIOR TO PLAN APPROVAL.
======== EROSION CONTROL ============
1. PLEASE SUBMIT AN ITEMIZED COST ESTIMATE FOR REVIEW OF
THE EROSION AND SEDIMENT CONTROL BOND AMOUNT.
2. AS A PREREQUISITE TO ISSUANCE OF A LAND DISTURBANCE
PERMIT:
A. PLANNING DEPARTMENT APPROVAL MUST BE RECEIVED.
B. WETLANDS PERMIT DOCUMENTATION FROM THE COE/DEQ MUST
BE RECEIVED.
C. A PROCESSED VSMP REGISTRATION AND FEE FORM MUST BE
RECEIVED.
D. AN EROSION AND SEDIMENT CONTROL BOND FOR AN APPROVED
AMOUNT MUST BE POSTED.
E. A COPY OF THE VDOT LAND USE PERMIT MUST BE RECEIVED,
IF APPLICABLE.
F. TWO ADDITIONAL SETS OF PLANS TO BE STAMPED "APPROVED
FOR CONSTRUCTION" MUST RECEIVED.
G. THE PIPE BARREL FOR THE SEDIMENT BASIN/SWM MUST
BE ON-SITE.
H. A CD, DVD OR ELECTRONIC FORMAT OF WHICH SHALL BE
AUTOCAD.DWG OR DXF, MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENT ENGINEERING. THE FILE MUST
CONTAIN THE FOLLOWING, EACH IN A SEPARATE LAYER:
I. EDGES OF IMPERVIOUS AREA OF ROADS TO INCLUDE C&G
AND EDGES OF SIDEWALKS.
II. THE STORM SEWER SYSTEM AND ALL CULVERTS. A LAYER
REPORT PRINTED FROM AUTOCAD MUST BE SUBMITTED WITH
THE CD, DVD OR ELECTRONIC. ARCGIS SHAPEFILES SHOULD
HAVE EACH ITEM CLEARLY IDENTIFIED IN THE ATTRIBUTE
TABLE.
BOTH THE CD, DVD, THE REPORT AND THE E-MAIL MUST BE
LABELED WITH THE SUBDIVISION NAME AND SECTION,
SUBDIVISION PLAN NUMBER, AND THE ENGINEERING FIRM. ALL
AUTOCAD FILES MUST BE REFERENCED DIRECTLY TO VIRGINIA
STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, IN THE NAD83
DATUM.
III. ALL JURISDICTIONAL WETLAND AREAS AND / OR WATERS OF
THE STATE.
IV. STREAMS AND OTHER WATER BODIES.
V. LOCATIONS OF FIELD VERIFIED RESOURCE PROTECTION AREA
DESIGNATIONS TO INCLUDE, WATER BODIES WITH PERENNIAL
FLOW, TIDAL SHORES, TIDAL WETLANDS, NON-TIDAL
WETLANDS, CONNECTED AND CONTIGUOUS TO TIDAL WETLANDS
OR PERENNIAL FLOW.
IV. LOCATIONS OF PERENNIAL FLOW ORIGINS AND THEIR
ASSOCIATED GPS COORDINATES (NAD83 STATE PLANE VA
SOUTH FEET).
IIV. LOCATION(S) OF BREAK POINT(S) IN SURFACE FLOW AND /
OR NON-CONTIGUOUS WETLANDS AND THEIR ASSOCIATED GPS
COORDINATES (NAD83 STATE PLANE VA SOUTH FEET).
XI. FLOOD PLAINS.
3. PER TENTATIVE CONDITION #6 STATES "ENVIRONMENTAL
ENGINEERING DEPARTMENT MAY IMPOSE A MORE RIGOROUS
EROSION AND SEDIMENT CONTROL PROGRAM THAN THAT WHICH IS
PROVIDED BY MINIMUM STANDARDS FOUND IN THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK. THIS COULD
INCLUDE THE UTILIZATION OF SUPER SILT FENCE AND PAM.
============ BMP ==============
1. AS A REMINDER THE STORMWATER / B.M.P. FACILITY MUST BE
CERTIFIED BY A PROFESSIONAL ENGINEER PRIOR TO STATE
ACCEPTANCE OF THE SUBDIVISION ROADS.
3. AS A REMINDER LICENSE AGREEMENT IS REQUIRED FOR EXISTING
DRIVEWAY LOT 5 TO SERVE AS OUR ACCESS TO RECORDED AT THE
SAME TIME AS PLAT RECORDATION..
========= ROAD AND DRAINAGE ==============
1. TENTATIVE CONDITION #5 STATES "PRIOR TO CONSTRUCTION
PLAN APPROVAL, THE ENVIRONMENTAL ENGINEERING DEPARTMENT
MUST HAVE RECEIVED DOCUMENTATION THAT THE SUBDIVIDER OR
HIS REPRESENTATIVE HAVE NOTIFIED CERTAIN PROPERTY OWNERS
DETERMINED BY THE DEPARTMENT OF PROPOSED ADJACENT
CONSTRUCTION ACTIVITY."
A. N/F PAUL & MARCIA GERMIAN, GPIN 734-709-4390
B. N/F ELIZABETH H. ARNOLD, GPIN 735-710-1440
C. JK & OR SKEENS TRS, GPIN 734-710-4382
D. MONIKA G. PILAND, GPIN 734-710-5064
2. TENTATIVE CONDITION #11 STATES "UNLESS OTHERWISE
APPROVED, ANY ENCROACHMENT OF THE EXISTING GARAGE AT LOT
5 INTO THE ON 50' VEGETATED PERIMETER YARD SETBACK WILL
REQUIRE A WRITTEN VARIANCE REQUEST FOR A REDUCTION TO
THE DIRECTOR OF ENVIRONMENTAL ENGINEERING FOR REVIEW
AND/OR APPROVAL PRIOR TO CONSTRUCTION PLAN APPROVAL."

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