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CASE NO: 14PR0161 STATUS: APPROVED - ADMIN
PROJECT NAME: FAITH & FAMILY CHURC - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 02 12/18/14 01/15/15 AMENDED* 01/26/15 CBH 776-7836
FIRE DEPT.--: 02 12/18/14 01/15/15 COMPLETE 12/30/14 GDS 706-2012
HEALTH DEPT.: 02 12/18/14 01/15/15 ******** ********
HOUSE NUMBER: 02 12/18/14 01/15/15 COMPLETE 12/31/14 NCP 751-4319
MAPPING/GIS-: 02 12/18/14 01/15/15 COMPLETE 12/31/14 NCP 751-4319
POLICE DEPT.: 01 03/21/14 04/11/14 ******** ********
PLANNING----: 02 12/18/14 01/15/15 COMPLETE 01/12/15 AGC 717-6042
TRANSPORT.--: 02 12/18/14 01/15/15 COMPLETE 12/31/14 SJA 751-4461
UTIL.PLAN.--: 02 12/18/14 01/15/15 ******** ********
UTILITIES---: 02 12/18/14 01/15/15 AMENDED* 01/06/15 RME 748-1338
UTIL.R.O.W.-: 02 12/18/14 01/15/15 ******** ********
VDOT--------: 02 12/18/14 01/15/15 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : RYAN EVANS, P.E./748-1338
NAME OF PLAN : FAITH AND FAMILY CHURCH ADDITION
ADDRESS :
SUBMISSION DATE : 02/07/14
PLAN DATED : 01/31/14
REVIEW DATE : 02/14/14
SITE PLAN NO. : 14PR0161
COMMENTS : 1ST REVIEW- APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. NO PUBLIC UTILITY IMPACTS ARE PROPOSED OR WARRANTED WI
THIS SITE PLAN AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : RYAN EVANS, P.E./748-1338
NAME OF PLAN : FAITH AND FAMILY CHURCH ADDITION
ADDRESS :
SUBMISSION DATE : 03/24/14
PLAN DATED : 03/19/14
REVIEW DATE : 04/08/14
SITE PLAN NO. : 14PR0161
COMMENTS : 2ND REVIEW- APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. NO PUBLIC UTILITY IMPACTS ARE PROPOSED OR WARRANTED
WITH THIS SITE PLAN AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : RYAN EVANS, P.E./748-1338
NAME OF PLAN : FAITH AND FAMILY CHURCH ADDITION
ADDRESS :
SUBMISSION DATE : 12/18/14
PLAN DATED : 12/16/14
REVIEW DATE : 01/06/15
SITE PLAN NO. : 14PR0161
COMMENTS : 3RD REVIEW- APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. NO PUBLIC UTILITY IMPACTS ARE PROPOSED OR WARRANTED
WITH THIS SITE PLAN AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: FAITH & FAMILY CHURCH
SITE PLAN NUMBER: 14PR0161
LATEST PLAN DATE: 01/31/14
DEPT. REC'D. DATE: 02/06/14
SUBMITTAL NUMBER: ONE
REVIEW DATE: 02/12/14
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: R/W DED
1. PRIOR TO FINAL SITE PLAN APPROVAL, 45 FEET OF RIGHT-OF-
WAY ALONG WALMSLEY BLVD, MEASURED FROM THE CENTERLINE OF
ROAD, SHALL BE DEDICATED ALONG THE ENTIRE PROPERTY
FRONTAGE, FREE AND UNRESTRICTED, TO AND FOR THE BENEFIT OF
CHESTERFIELD COUNTY.
2. REMOVE THE EXISTING BRICK COLUMNS OUTSIDE OF THE
PROPOSED RIGHT-OF-WAY DEDICATION.
3. NOTE WALMSLEY BLVD AS A MAJOR ARTERIAL ON THE PLAN
SHEETS PER THE COUNTY'S THOROUGHFARE PLAN.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: FAITH & FAMILY CHURCH
SITE PLAN NUMBER: 14PR0161
LATEST PLAN DATE: 03/25/14
DEPT. REC'D. DATE: 03/28/14
SUBMITTAL NUMBER: TWO
REVIEW DATE: 04/09/14
RECOMMENDATION: SUBSTANTIAL APPROVAL (NEED R/W)
PLAT PROCESSING: R/W DED
PRIOR TO FINAL SITE PLAN APPROVAL, 45 FEET OF RIGHT-OF-WAY
ALONG WALMSLEY BLVD, MEASURED FROM THE CENTERLINE OF ROAD,
SHALL BE DEDICATED ALONG THE ENTIRE PROPERTY FRONTAGE, FRE
AND UNRESTRICTED, TO AND FOR THE BENEFIT OF THE COUNTY.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: FAITH & FAMILY CHURCH
SITE PLAN NUMBER: 14PR0161
LATEST PLAN DATE: 12/16/14
DEPT. REC'D. DATE: 12/18/14
SUBMITTAL NUMBER: THREE
REVIEW DATE: 12/31/14
RECOMMENDATION: SUBSTANTIAL APPROVAL (NEED R/W)
PLAT PROCESSING: R/W DED, LICENSE AGREEMENT
PRIOR TO FINAL SITE PLAN APPROVAL, 45 FEET OF RIGHT-OF-WAY
ALONG WALMSLEY BLVD, MEASURED FROM THE CENTERLINE OF ROAD,
SHALL BE DEDICATED ALONG THE ENTIRE PROPERTY FRONTAGE, FRE
AND UNRESTRICTED, TO AND FOR THE BENEFIT OF THE COUNTY.
PLAN NEEDS TO REFLECT ANY REVISIONS TO THE R/W DEDICATION
AS A RESULT OF THE WELLS. PLEASE SEE JOE DUTY'S EMAIL
COMMENTS DATED 11/17/14 FOR MORE SPECIFICS.
==========================================================
==========================================================
**********************************************************
REVIEW DEPARTMENT------PLANNING
REVIEWER / PHONE #-----ALAN COKER / 804 717-6042
NAME OF PLAN-----------FAITH & FAMILY CHURCH ADDITION
SITE PLAN NUMBER-------14PR0161
ADDRESS----------------#############
LATEST PLAN DATE-------JANUARY 31, 2014
DEPT. REC'D. DATE------JANUARY 31, 2014
SUBMITTAL NUMBER-------ONE
REVIEW DATE------------MARCH 3, 2014
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW-----------NO
PLAT PROCESSING--------
LANDSCAPE PLAN STATUS--MUST BE INCLUDED WITH 2ND SUBMISSIO
ARCHITECTURAL ELEVATIONS--NOT YET SUBMITTED
LIGHTING PLAN/CUTSHEETS---NOT YET SUBMITTED
IRRIGATION/HOSEBIB PLAN---NOT YET SUBMITTED
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A COMPLE
RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE PLANNING
DEPARTMENT.
BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. BE SURE TO INDICATE WHICH SHEETS SHOW THE
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM NUMBER)
2. PUT THE CHESTERFIELD COUNTY SITE PLAN NUMBER (14PR0161)
IN THE LOWER RIGHT CORNER OF EACH SHEET. (CL B.1)
(THIS NUMBER IS IN ADDITION TO THE UTILITIES DEPT
PROJECT NUMBER)
3. ALL THREE PARCELS ARE ZONED "A" WHICH IS CORRECTLY SHOW
ON THE PLANS. ALL THREE PARCELS ARE ALSO LOCATED IN THE
"EMERGING GROWTH DEVELOPMENT DISTRICT" AND IN THE "360
CORRIDOR FOCUS". ADD THIS INFORMATION TO THE SITE DATA.
4. THE 'A' ZONING SETS THE SETBACKS FOR THE BUILDINGS AS:
100FT FROM THE ULTIMATE RIGHT OF WAY ALONG WALMSLEY BLVD
BASED ON PARCEL CREATION PRIOR TO 1988, TWO SIDE YARDS OF
40 FEET AND REAR YARD OF 50 FEET.
THE EMERGING GROWTH DISTRICT SETS THE PARKING SETBACKS AS:
50 FT FROM THE ULTIMATE RIGHT OF WAY, SIDE YARDS OF 30 FEE
AND REAR YARD OF 40 FEET. NO REDUCTIONS OF THE SIDE AND
REAR YARDS ARE PERMITTED. THE 50FT IS THE REDUCED FRONT
YARD SETBACK FOR PARKING, HOWEVER SETBACK AVERAGING MAY
BE USED (IF USED, INFORMATION ABOUT WHERE THE CALCULATIONS
ARE DERIVED FROM AND HOW CALCULATED, NEEDS TO BE SHOWN ON
THE PLANS).
REMOVE THE 32.5 FT PARKING SETBACK NOTE SINCE THE PLANS
DO NOT FOLLOW THIS SETBACK. REVISE THE PLANS AS NEEDED
TO CORRECT FOR THE PERMITTED SETBACKS IN FRONT AND SIDE
YARDS.
LABEL ALL BUILDING SETBACKS AS BUILDING SETBACKS. SHOW
AND LABEL ALL PARKING SETBACKS.
5. ZONING CASE 97SN0159 DOES NOT APPLY TO THE PARCELS
WITH THE NEW BUILDING. IF DAY CARE IS INTENDED, IT IS
CURRENTLY LIMITED TO THE EXISTING BUILDING AND THE USE
WOULD NEED TO BE INCLUDED ON THE SITE PLAN. IF DAY CARE
IS NOT PROPOSED, PROVIDE A NOTE INDICATING THAT 'NO DAY CA
OR SCHOOL IS PROPOSED' (DAY CARE OR SCHOOL USES ARE NOT
THE SAME AS PROVIDING FOR CHILDREN DURING WORSHIP SERVICES
6. IF THE EXISTING BUILDING WILL CONTINUE IN USE, DISABLED
RESERVED PARKING WILL NEED TO BE PROVIDED NEXT TO THE
ENTRANCE.
7. THE RESERVED PARKING IN THE FRONT OF THE BUILDING
IS NOT THE CLOSEST PARKING TO THE ENTRANCE. REVISE TO BE
CLOSEST.
8. THE RESERVED PARKING AT THE SIDE DOOR HAS A NARROW
WALK WHERE THE NEXT TWO SPACES CAN BLOCK ACCESS. EITHER
PROVIDE A WIDER WALK FROM THE RAMP TO THE ENTRANCE OR
PROVIDE PARKING BLOCKS AT THE NEXT TWO PARKING SPACES.
9. RELATED TO COMMENT 8, THERE IS NOT ENOUGH INFORMATION
ON THE SITE PLANS TO DETERMINE IF ACCESSIBILITY IS
REQUIRED AT THE OTHER DOORS. THIS MAY REQUIRE WIDER
WALKS OR PARKING BLOCKS OR OTHER MEASURES TO PERMIT
ACCESS. PROVIDE A FLOOR PLAN WITH USE AND ACCESS
INFORMATION.
10. SINCE THE DUMPSTER SCREEN IS LOCATED WITHIN 100 FEET
OF RESIDENCES, THE SCREEN WILL NEED TO BE ARCHITECTURALLY
COMPATIBLE WITH THE MAIN BUILDING. THIS MAY REQUIRE
REVISIONS AS MORE INFORMATION IS KNOWN ABOUT THE
NEW BUILDING.
11. REVISE THE HANDICAP PARKING DETAIL ON C1.2 SO THAT
THE ACCESSIBLE AISLE IS NOT BLOCKED BY THE RAMP PORTION
OF THE WALK. THE FLUSH PORTION OF THE RAMP NEEDS TO BE
WIDER.
12. AT THE TIME OF SENDING COMMENTS, COMMENTS FROM THE
HEALTH DEPARTMENT WAS NOT AVAILALBLE. BOTH THE SEPTIC
SYSTEM WITH DRAIN FIELD AND RESERVE MUST BE APPROVED AND T
EXPANDED USE OF THE WELL MUST BE APPROVED.
IN ADDITION, VDOT WILL NEED TO APPROVED THE CONTINUED
LOCATION AND USE OF THE WELL SYSTEM.
IF THE WELLS ARE CLOSED, CLOSURE MUST MEET ALL
REQUIREMENTS.
13. PLACE A NOTE ON THE SITE PLAN STATING "ANY SIGN IN
EXCESS OF EIGHT (8) SQUARE FEET REQUIRES A PERMIT. PERMIT
MUST BE OBTAINED THROUGH THE BUILDING INSPECTION DEPARTMEN
(CL B.5)
14. PLACE A NOTE ON THE PLANS STATING "ALL PROPOSED
UTILITIES SHALL BE INSTALLED UNDERGROUND INCLUDING ELECTRI
TELEPHONE AND CATV." (CL B.6) IF THE LOCATIONS ARE KNOWN,
SHOW ON THE LAYOUT PLAN.
15. PLACE A NOTE ON THE LANDSCAPE PLANS STATING "TYPICAL
GREEN TRANSFORMERS AND OTHER UTILITY FIXTURES NEED TO
BE SCREENED ON AT LEAST THREE SIDES WITH LANDSCAPING."
16. TWO SEPARATE COPIES OF THE LIGHTING PLAN AND CUTSHEETS
MUST BE SUBMITTED DIRECTLY TO THE PLANNING DEPARTMENT. THE
LIGHTING PLAN AND ACCOMPANYING CUTSHEETS FOR ALL BUILDING-
MOUNTED AND FREE-STANDING LIGHTS MUST BE APPROVED PRIOR TO
THE RELEASE OF A BUILDING PERMIT. THE LIGHTING PLAN SHOUL
SHOW THE LOCATION OF ALL LIGHT FIXTURES. ALL LIGHT FIXTUR
MUST BE EITHER A SHOE BOX STYLE WITH A FLAT LENS OR HAVE
FULL EXTERNAL SHIELDS (LEVEL WITH THE BOTTOM OF THE LENS.
(SEC. 19.508.3)
17. AS A POINT OF INFORMATION, PRIOR TO RELEASE OF A
TEMPORARY CERTIFICATE OF OCCUPANCY, A LANDSCAPE
MAINTENANCE BOND IN THE AMOUNT OF 50% OF INSTALLED COST
OF THE LANDSCAPING OR A FULLY SIGNED LANDSCAPE
MAINTENANCE AGREEMENT IN A FORM ACCEPTABLE TO THE
PLANNING DEPARTMENT SHALL BE PROVIDED. SEC. 19-518
18. PRIOR TO THE RELEASE OF THE BUILDING
PERMIT, 2 COPIES OF THE BUILDING ELEVATIONS MUST BE
SUBMITTED AND APPROVED. THESE ELEVATIONS MUST BE RECEIVED
SEPARATE OF THE CONSTRUCTION DOCUMENT ROLLS WHICH ARE
SUBMITTED TO THE BUILDING INSPECTIONS DEPARTMENT.
A) ELEVATIONS NEED TO IDENTIFY ALL BUILDING MATERIALS AND
COLORS AND SHOW ALL JUNCTION AND ACCESS BOXES, MECHANICAL
EQUIPMENT, AND UTILITY PAD FIXTURES THAT ARE ON OR
IMMEDIATELY ADJACENT TO THE BUILDING.
B) ALL JUNCTION AND ACCESS BOXES NEED TO BE SCREENED OR
PAINTED TO MATCH THE BUILDING. IF PAINTED, THIS NEEDS TO
BE STATED ON THE ELEVATION.
19. TWO SEPARATE COPIES OF THE IRRIGATION AND/OR HOSEBIB
PLAN MUST BE SUBMITTED DIRECTLY TO THE PLANNING DEPARTMENT
THIS PLAN MUST BE APPROVED PRIOR TO RELEASE OF THE
BUILDING PERMIT.
A. ALL PLANTS ARE TO BE WITHIN 100 FEET OF A HOSEBIB IF
IRRIGATION IS NOT BEING USED.
B. ENSURE THAT WATER INFORMATION IS SUPPLIED ON UTILITY
DEPARTMENT METER SIZING FORMS.
C. SHOW ALL CONNECTIONS TO THE MAIN WATER LINE.
D. HOSEBIBS SHOULD BE SHOWN ON THE LANDSCAPE PLAN.
IRRIGATION HEADS AND COVERAGE AREAS NEED TO BE SHOWN ON
A SEPARATE IRRIGATION PLAN. (CL D.13)
20. PER SEC. 19-264(A), THE LANDSCAPE PLAN SHALL IDENTIFY
THE STATE REGISTERED LANDSCAPE ARCHITECT, NURSERYMAN, OR
LANDSCAPE DESIGNER PREPARING THE PLAN.
21. ON THE LANDSCAPE PLANS, PROVIDE THE EIGHT STANDARD
CHESTERFIELD COUNTY LANDSCAPE NOTES.
22. ON THE LANDSCAPE PLANS, SHOW THE BOTANICAL NAME,
COMMON NAME, PLANT SIZE PER THE ZONING ORDINANCE(SEC.19-51
QUANTITY FOR EACH PLANT.
23. ON BOTH THE CONCEPTUAL AND FINAL LANDSCAPE PLAN
SHOW THE SITE LIGHTING, SHRUBS AND GROUND COVER AS WELL
AS THE TREES.
24. EACH REVIEW OF DETAILED LANDSCAPE PLANS AFTER
APPROVAL OF THE SITE PLAN INCURS A RESUBMITTAL FEE AND
IS TRACKED AS A SITE PLAN REVIEW UNTIL APPROVED.
APPROVAL MUST BE OBTAINED PRIOR TO TEMPORARY OCCUPANCY
25. PER SEC. 19-508.3, SHOW ON THE LANDSCAPE PLAN OR
ADDITIONALLY ON A SEPARATE LIGHTING PLAN THE LOCATION OF A
EXTERIOR SITE LIGHTING MOUNTED ON POLES, THE BUILDING, OR
ON THE GROUND AND HAVE THEM KEYED TO CUT SHEETS FOR EACH
LIGHT FIXTURE SHOWN ON THE PLAN.
26. PER SEC. 19-508.3, SUBMIT A FOOTCANDLE OUTPUT DIAGRAM
SINCE THE SITE IS ADJACENT TO A RESIDENTIAL DISTRICT AND
DOCUMENT THAT THE MAXIMUM ILLUMINATION DOES NOT EXCEED
0.5 FOOTCANDLES AT THE PROPERTY LINE.
27. THE LIMITS OF ONE GRAVE AREA IS SHOWN WHILE THE LIMITS
OF THE ONE CLOSER TO THE STREET IS NOT. SHOW THE LIMITS
OF THE GRAVE AREA. ALSO, THE ZONING ORDINANCE TREATS
COMMERCIAL CEMETARIES AND CHURCH OR FAMILY GRAVEYARDS
(MEMBERS ONLY) DIFFERENTLY. THIS NEEDS TO BE CORRECTLY
LABELED AND SHOWN ON THE PLANS. A NOTE MAY ALSO BE NEEDED
AS TO THE USE. GRAVES HAVE A SETBACK THAT NEEDS TO BE
SHOWN AS WELL.
**********************************************************
REVIEW DEPARTMENT------PLANNING
REVIEWER / PHONE #-----ALAN COKER / 804 717-6042
NAME OF PLAN-----------FAITH & FAMILY CHURCH ADDITION
SITE PLAN NUMBER-------14PR0161
ADDRESS----------------#############
LATEST PLAN DATE-------MARCH 19, 2014
DEPT. REC'D. DATE------MARCH 20, 2014
SUBMITTAL NUMBER-------TWO
REVIEW DATE------------APRIL 3, 2014
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW-----------YES
PLAT PROCESSING--------
LANDSCAPE PLAN STATUS--PRELIMINARY SUBMITTED IN SET
ARCHITECTURAL ELEVATIONS--NOT YET SUBMITTED
LIGHTING PLAN/CUTSHEETS---NOT YET SUBMITTED
IRRIGATION/HOSEBIB PLAN---NOT YET SUBMITTED
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A COMPLE
RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE PLANNING
DEPARTMENT.
BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. BE SURE TO INDICATE WHICH SHEETS SHOW THE
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
COMMENTS.
2. PRIOR TO SITE PLAN APPROVAL, APPROVAL OF THE WELL AND
SEPTIC SYSTEMS BY THE HEALTH DEPARTMENT IS NEEDED. PROVIDE
THE HEALTH DEPARTMENT WITH ANY REVISIONS, DESIGN
INFORMATION, FEES AND CALCULATIONS NEEDED FOR REVIEW.
3. PER A PREVIOUS COMMENT, TWO COPIES OF THE LIGHTING PLAN
AND CUTSHEETS ARE NEEDED PRIOR TO RELEASE OF THE BUILDING
PERMIT. PER THE RESPONSE, THIS WILL BE SUBMITTED UNDER
SEPARATE COVER.
4. PER A PREVIOUS COMMENT, TWO COPIES OF THE BUILDING
ELEVATIONS ARE NEEDED PRIOR TO RELEASE OF THE BUILDING
PERMIT. PER THE RESPONSE, THIS WILL BE SUBMITTED UNDER
SEPARATE COVER.
5. PER A PREVIOUS COMMENT, TWO COPIES OF THE IRRIGATION/
HOSE BIB PLAN ARE NEEDED PRIOR TO RELEASE OF THE BUILDING
PERMIT. PER THE RESPONSE, THIS WILL BE SUBMITTED UNDER
SEPARATE COVER.
6. PER PREVIOUS COMMENTS, TWO COPIES OF THE LANDSCAPE
PLAN MUST BE APPROVED AND PLANTS INSTALLED PRIOR TO
RELEASE OF THE CERTIFICATE OF OCCUPANCY. SEE FIRST REVIEW
COMMENTS 20, 21, 22, AND 24. PER THE RESPONSES, THIS WILL
BE SUBMITTED UNDER SEPARATE COVER.
7. PER A PREVIOUS COMMENT, TWO COPIES OF THE LIGHT OUTPUT
DIAGRAM ARE NEEDED PRIOR TO RELEASE OF THE BUILDING
PERMIT. PER THE RESPONSE, THIS WILL BE SUBMITTED UNDER
SEPARATE COVER.
8. THE TWO DETAILS FOR THE DUMPSTER ENCLOSURE SEEM TO
SHOW TWO DIFFERENT HEIGHTS. (5' & 6') REVISE IF
NEEDED SO THAT THE SCREEN IS AT LEAST AS HIGH AS THE
DUMPSTER. AS A POINT OF INFORMATION, OTHER TRASH
CONTAINERS (EXAMPLE: "SUPER-CANS") ALSO NEED SCREENING.
9. AS A SUGGESTION, ON THE REVISED HANDICAP RAMP AND
PARKING DETAIL, CONSIDER OMITTING THE ACUTE ANGLE OF
CURB MUCH THE SAME AS THE ADJACENT PARKING GROUP.
(THIS IS NOT A REQUIREMENT).
**********************************************************
REVIEW DEPARTMENT------PLANNING
REVIEWER / PHONE #-----ALAN COKER / (804) 717-6042
NAME OF PLAN-----------FAITH AND FAMILY CHURCH
SITE PLAN NUMBER-------14PR0161
ADDRESS----------------7900 WALMSLEY BLVD
LATEST PLAN DATE-------DECEMBER 16, 2014
DEPT. REC'D. DATE------DECEMBER 17, 2014
SUBMITTAL NUMBER-------FOUR
REVIEW DATE------------JANUARY 12, 2015
RECOMMENDATION---------APPROVAL (SITE PLAN)
TABLE REVIEW-----------YES
PLAT PROCESSING--------
LANDSCAPE PLAN STATUS--REQUIRES UPDATE TO NEW PLAN
ARCHITECTURAL ELEVATIONS--REQUIRES UPDATE TO NEW PLAN
LIGHTING PLAN/CUTSHEETS---VERIFY WITH NEW PLAN
IRRIGATION/HOSEBIB PLAN---VERIFY WITH NEW PLAN
1. IF A NEW PLAN IS REQUIRED:
PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A COMPLE
RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE PLANNING
DEPARTMENT.
BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. BE SURE TO INDICATE WHICH SHEETS SHOW THE
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
COMMENTS.
2. REVISED AND UPDATED ARCHITECTURAL ELEVATIONS,
LANDSCAPE PLANS, LIGHTING PLANS AND CUTSHEETS, & IRRIGATIO
PLANS ARE NEEDED DUE TO THE SITE PLAN REVISIONS.
PROVIDE TWO SETS DIRECTLY TO PLANNING DEPARTMENT FOR
REVIEW PRIOR TO BUILDING PERMIT.
3. VERIFY THAT THE HEALTH DEPARTMENT HAS APPROVED
CURRENT PLANS AND CALCULATIONS IF THEY CHANGED AFTER
PREVIOUS REVIEW.
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REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : FAITH + FAMILY CHURCH
PLAN NO. : 14PR0161
ADDRESS :
LATEST PLAN DATE : 1/31/14
RECEIVED DATE : 1/31/14
SUBMITTAL NUMBER : 1
REVIEW DATE : 2/19/14
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : FAITH + FAMILY CHURCH
PLAN NO. : 14PR0161
ADDRESS :
LATEST PLAN DATE : 3/19/14
RECEIVED DATE : 3/24/14
SUBMITTAL NUMBER : 2
REVIEW DATE : 3/31/14
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : FAITH + FAMILY CHURCH
PLAN NO. : 14PR0161
ADDRESS :
LATEST PLAN DATE : 12/16/14
RECEIVED DATE : 12/19/14
SUBMITTAL NUMBER : 3
REVIEW DATE : 12/31/14
RECOMMENDATION : APPROVED
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: NANCY PARKER
PHONE NUMBER: 751-4319
CASE NUMBER: 14PR0161
NAME OF PLAN:FAITH + FAMILY CHURCH
ADDRESS: NO ADDRESS ASSIGNED YET
DATE OF REVIEW:2/19/14 REVIEW # 1
STATUS: HOUSE NUMBERING NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS
CONCERNING THE COMMENTS BELOW.
1) THE COUNTY WILL BE ASSIGNING A SEPARATE ADDRESS TO THE
NEW BUILDING UNLESS YOU SPECIFY THAT A NEW ADDRESS IS NOT
NEEDED.
2) LOCATION OF STREET ADDRESS SIGN IS NOT SHOWN.
(THE ADDRESS CAN BE PART OF YOUR MONUMENT SIGN.
THIS DOES NOT COUNT AS PART OF THE SQUARE FOOTAGE OF THE
SIGN. IF YOU ARE USING THE MONUMENT
SIGN FOR THE ADDRESS, A DETAIL OF THE MONUMENT SIGN
NEEDS TO BE ON THE SITE PLAN.)
3) SPECIFY THE MATERIAL THAT THE ADDRESS SIGN IS TO BE
MADE OF. (MATERIAL TO BE MORE DURABLE THAN WOOD).
==========================================================
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DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: NANCY PARKER
PHONE NUMBER: 751-4319
CASE NUMBER: 14PR0161
NAME OF PLAN:FAITH + FAMILY CHURCH
ADDRESS: 7900 WALMSLEY BLVD
DATE OF REVIEW:3/31/14 REVIEW # 2
STATUS: HOUSE NUMBERING APPROVED
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: NANCY PARKER
PHONE NUMBER: 751-4319
CASE NUMBER: 14PR0161
NAME OF PLAN:FAITH + FAMILY CHURCH
ADDRESS: 7900 WALMSLEY BLVD
DATE OF REVIEW:12/31/14 REVIEW # 3
STATUS: HOUSE NUMBERING APPROVED
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: GREG SMITH / 706-2012
EMAIL: SMITHGD@CHESTERFIELD.GOV
NAME OF PLAN: FAITH AND FAMILY CHURCH
SITE PLAN NUMBER: 14PR0161
ADDRESS: 7900 WALMSLEY BLVD
LATEST PLAN DATE: 1/31/14
DEPT. REC'D. DATE: 2/10/14
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 2/11/14
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE MINIMUM REQUIRED FIRE FLOW FOR PROTECTION PURPOSES
SHALL BE SHOWN ON THE SUBMITTED DRAWINGS. REFER TO THE
INTERNATIONAL FIRE CODE (2009), SECTION B105 AND THE
COUNTY CODE OF CHESTERFIELD FOR EXCEPTIONS ALLOWED FOR
SPRINKLER PROTECTED BUILDINGS
REFER TO THE INTERNATIONAL FIRE CODE (2009) -
SECTION B104, B104.1, B104.2 AND B104.3 FOR THE CALCULATIO
PROCESS AND ALLOWANCES. THE CORRECT FORMAT AND CALCULATION
SHEET CAN BE OBTAINED VIA THE INTERNET AT
CHESTERFIELD COUNTY- CHESTERFIELD FIRE AND EMS - DIVISION
OF FIRE AND LIFE SAFETY
HTTP://WWW.CHESTERFIELD.GOV/PUBLICSAFETY/FIRE/PLANS.ASP
(THIS IS REQUIRED FOR ALL PLANS EVEN IF HYDRANTS ARE NOT
PROPOSED).
2. FIRE LANE MARKINGS DO NOT REQUIRE SIGNS AND
STENCIL MARKINGS. REVISE TO SHOW ONE OR THE OTHER, NOT BOT
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: GREG SMITH / 706-2012
EMAIL: SMITHGD@CHESTERFIELD.GOV
NAME OF PLAN: FAITH AND FAMILY CHURCH
SITE PLAN NUMBER: 14PR0161
ADDRESS: 7900 WALMSLEY BLVD
LATEST PLAN DATE: 3/19/14
DEPT. REC'D. DATE: 3/24/14
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 3/27/14
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED PLAN IS APPROVED AS SUBMITTED.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: GREG SMITH / 706-2012
EMAIL: SMITHGD@CHESTERFIELD.GOV
NAME OF PLAN: FAITH AND FAMILY CHURCH
SITE PLAN NUMBER: 14PR0161
ADDRESS: 7900 WALMSLEY BLVD
LATEST PLAN DATE: 12/16/14
DEPT. REC'D. DATE: 12/22/14
SUBMITTAL NUMBER: 4TH REVIEW
REVIEW DATE: 12/30/14
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED PLAN IS APPROVED AS SUBMITTED.
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : FAITH & FAMILY CHURCH
ADDRESS : 7820 WALMSLEY BLVD.
SITE PLAN NO. : 14PR0161
LATEST PLAN DATE : 01/31/2014 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 02/06/2014
SUBMITTAL NUMBER : 1
REVIEW DATE : 03/07/2014
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 FEATURE
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 NO
RELIEVE YOU OF YOUR RESPONSIBILITY. WETLANDS
DOCUMENTATION MUST BE RECEIVED BY THIS DEPARTMENT PRIO
TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. 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 TH
STATE SITE INSPECTION PROCESS. COUNTY CONSTRUCTION
PLAN APPROVAL DOES NOT RELIEVE THE OWNER/DEVELOPER OF
RESPONSIBILITY FOR COMPLIANCE WITH STATE REGULATIONS -
E.G. 9VAC25-870-66 WATER QUANTITY, 9VAC25-870-63 WATER
QUALITY, 9VAC25-870-65 WATER QUALITY COMPLIANCE, ETC.
TECHNICAL ASSISTANCE FROM DEQ IS AVAILABLE AND
RECOMMENDED.
03. THE DEPARTMENT HAS NOT PERFORMED A REVIEW OF THOSE
ONSITE DRAINAGE CONVEYANCE SYSTEMS WHOSE CONTRIBUTING
DRAINAGE AREAS LIE WITHIN THE LIMITS OF THE PROPERTY
AND ARE NOT REQUIRED TO BE ENCLOSED IN A COUNTY
DRAINAGE EASEMENT.
04. INCLUDE STORM STRUCTURES 29 AND 30 IN THE DRAINAGE
DESCRIPTION ON SHEET C4.1.
05. INLET SHAPING IS RESTRICTED TO PIPE DIAMETERS OF 30"
OR LESS AND TO SITUATIONS WHERE ONE PIPE ENTERS THE
CHAMBER AND ONE PIPE EXITS THE CHAMBER. STORM SEWERS
WITH PIPE DIAMETERS OF 30" AND ABOVE SHALL QUALIFY FOR
THE 50 PERCENT REDUCTION IN JUNCTION LOSSES ONLY WHEN
PRE-CAST TEES AND ELBOWS ARE USED. (CL-G&D 18)
06. REVISE NOTE 3 ABOVE THE DRAINAGE DESCRIPTION ON SHEET
C4.1 TO REFERENCE DETAIL ST-1 FOR THE STEPS, IN LIEU O
DETAIL MH-2 (WHICH REFERS TO A PRECAST MANHOLE).
07. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21)
08. THE MS-19 ANALYSIS FOR DA#3 FALLS UNDER SITUATION G ON
THE CHESTERFIELD COUNTY MS-19 SITUATIONS TABLE, SINCE
ONSITE DETENTION IS USED TO ACHIEVE THE PRE-DEVELOPMEN
RUNOFF RATE. A FORMAL WRITTEN VARIANCE REQUEST MUST BE
SUBMITTED TO AND APPROVED BY EE PRIOR TO PLAN APPROVAL
09. SPECIFY A DISSIPATOR PIT AT THE OUTFALL OF THE
UNDERGROUND BMP TO ENCOURAGE SHEET FLOW. A 2' WIDE
6'X6' PIT LINED WITH RIPRAP (2' THICK) SHOULD BE
ADEQUATE.
10. AN ALTERNATE UNDERGROUND STORAGE METHOD SHOULD BE
CONSIDERED. THE PROPOSED RAIN TANK HAS EXPERIENCED
STRUCTURAL FAILURES AFTER INSTALLATION.
11. PROVIDE THE ELEVATIONS OF THE TRAP BOTTOM, TOP OF WET
VOLUME, TOP OF DRY VOLUME, AND TOP OF EMBANKMENT ON TH
SEDIMENT TRAP TABLE ON SHEET C2.1
12. REVISE NOTE 4 OF THE PHASE 1 EROSION AND SEDIMENT
CONTROL NARRATIVE TO REFERENCE VIRGINIA REGULATION
9 VAC 25-840-40.
13. THE MOST RECENT VERSION OF EROSION CONTROL MINIMUM
STANDARD # 1, (SEE THE VIRGINIA EROSION AND SEDIMENT
CONTROL LAW AND REGULATIONS FOR FY 2013) MUST BE ADDED
TO THE PLANS AND ALL OTHER NOTES WHICH ARE IN CONFLICT
MUST BE ADJUSTED OR REMOVED. (CL-EC 25) REVISE MS-1
ON SHEET C2.1 AND NOTE 5 OF THE PHASE 1 EROSION AND
SEDIMENT CONTROL NARRATIVE.
14. ANY SOIL STOCKPILE AREA MUST BE SHOWN WITH SILT FENCE
AROUND THE PERIMETER. (CL-EC 39)
15. THE PERENNIAL FLOW DETERMINATION FOR COMPLIANCE WITH
THE CHESAPEAKE BAY ORDINANCE HAS BEEN SUBMITTED TO THE
WATER QUALITY SECTION FOR THEIR REVIEW. AS OF THIS
REVIEW IT HAS NOT BEEN APPROVED.
16. THE BMP PROFILE MUST SPECIFY THE 2 YEAR, 10 YEAR,AND
100 YEAR WATER SURFACE ELEVATIONS WITH THEIR RESPECTIV
VOLUMES. (CL-CBPA 3C)
17. 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.
18. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
19. THE STORMWATER/BMP FACILITY MUST BE CERTIFIED BY
A PROFESSIONAL ENGINEER PRIOR TO ISSUANCE OF ANY
OCCUPANCY CERTIFICATES.
20. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A COST
ESTIMATE FOR THE CONSTRUCTION OF THE PERMANENT BMP(S)
MUST BE SUBMITTED TO AND APPROVED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT. A SURETY FOR THE CONSTRUCTION
OF THE PERMANENT BMP MUST BE POSTED WITH ENVIRONMENTAL
ENGINEERING PRIOR TO ISSUANCE OF A TEMPORARY
CERTIFICATE OF OCCUPANCY (TCO) IF THE BMP IS NOT
CERTIFIED AT THE TIME OF TCO REQUEST.
21. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A COPY
OF THE AUTOCAD .DWG OR .DXF MUST BE SUBMITTED TO
CAROLE CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE
AUTOCAD FILE MAY BE SUBMITTED ON A CD, DVD, OR VIA
EMAIL. THE FILE MUST CONTAIN THE FOLLOWING, EACH
CLEARLY IN SEPARATE LAYERS:
A. PROPOSED BUILDING FOOTPRINT;
B. ALL IMPERVIOUS AREAS (PARKING LOTS, DRIVEWAYS, ROADS,
ETC);
C. THE STORM SEWER SYSTEM AND ALL CULVERTS;
D. ALL JURISDICTIONAL WETLAND AREAS AND/OR WATERS OF THE
U.S./STATE;
E. STREAMS AND OTHER WATER BODIES;
F. LOCATIONS OF FIELD VERIFIED RESOURCE PROTECTION AREA
DESIGNATIONS TO INCLUDE WATER BODIES WITH PERENNIAL
FLOW, TIDAL SHORES, TIDAL WETLANDS, NON-TIDAL WETLANDS
WHICH ARE CONNECTED AND CONTIGUOUS TO TIDAL WETLANDS O
PERENNIAL FLOW;
G. LOCATIONS OF PERENNIAL FLOW ORIGINS AND THEIR
ASSOCIATED GPS COORDINATES (NAD83 STATE PLANE VA SOUTH
FEET);
H. LOCATION(S) OF BREAK POINT(S) IN SURFACE FLOW AND/OR
NON-CONTIGUOUS WETLANDS AND THEIR ASSOCIATED GPS
COORDINATES; AND
I. FLOOD PLAINS.
ALL AUTOCAD FILES MUST BE SAVED AS A .DWG OR .DXF IN
AUTOCAD VERSION 2009 OR EARLIER AND REFERENCED DIRECTL
TO THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH
ZONE IN THE NAD83 DATUM. THE CD, DVD, OR EMAIL MUST B
LABELED WITH THE SITE PLAN NAME, SITE PLAN NUMBER,
ENGINEERING FIRM AND CONTACT NAME AND PHONE NUMBER.
22. 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.
23. 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. COPIES OF THE VIRGINIA STORMWATER MANAGEMENT PERMIT
(VSMP) REGISTRATION STATEMENT AND FEE PAID RECEIPT
E. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : FAITH & FAMILY CHURCH
ADDRESS : 7820 WALMSLEY BLVD.
SITE PLAN NO. : 14PR0161
LATEST PLAN DATE : 03/19/2014 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 03/24/2014
SUBMITTAL NUMBER : 2
REVIEW DATE : 04/16/2014
RECOMMENDATION : NOT APPROVED
TABLE REVISION : YES
PLAT PROCESSING : NO
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND / OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL FEATURE
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 NO
RELIEVE YOU OF YOUR RESPONSIBILITY. WETLANDS
DOCUMENTATION MUST BE RECEIVED BY THIS DEPARTMENT PRIO
TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. 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 TH
STATE SITE INSPECTION PROCESS. COUNTY CONSTRUCTION
PLAN APPROVAL DOES NOT RELIEVE THE OWNER/DEVELOPER OF
RESPONSIBILITY FOR COMPLIANCE WITH STATE REGULATIONS -
E.G. 9VAC25-870-66 WATER QUANTITY, 9VAC25-870-63 WATER
QUALITY, 9VAC25-870-65 WATER QUALITY COMPLIANCE, ETC.
TECHNICAL ASSISTANCE FROM DEQ IS AVAILABLE AND
RECOMMENDED.
03. EFFECTIVE JULY 1, 2014, THE RESPONSIBILITY FOR
ENFORCEMENT OF THE VIRGINIA STORMWATER REGULATIONS
FALLS ON THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS WILL ALSO BECOME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT OBTAIN A
VSMP PERMIT PRIOR TO JULY 1, 2014 WILL USE THE
STORMWATER MANAGEMENT CRITERIA SPECIFIED IN PART II C
(9VAC25-870-93 ET SEQ) FOR TWO PERMIT CYCLES. PROJECT
GRANDFATHERED UNDER THE PROVISIONS OF 9VAC25-870-48
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).
04. THE DEPARTMENT HAS NOT PERFORMED A REVIEW OF THOSE
ONSITE DRAINAGE CONVEYANCE SYSTEMS WHOSE CONTRIBUTING
DRAINAGE AREAS LIE WITHIN THE LIMITS OF THE PROPERTY
AND ARE NOT REQUIRED TO BE ENCLOSED IN A COUNTY
DRAINAGE EASEMENT.
05. INLET SHAPING IS RESTRICTED TO PIPE DIAMETERS OF 30"
OR LESS AND TO SITUATIONS WHERE ONE PIPE ENTERS THE
CHAMBER AND ONE PIPE EXITS THE CHAMBER. STORM SEWERS
WITH PIPE DIAMETERS OF 30" AND ABOVE SHALL QUALIFY FOR
THE 50 PERCENT REDUCTION IN JUNCTION LOSSES ONLY WHEN
PRE-CAST TEES AND ELBOWS ARE USED. (CL-G&D 18) THIS
APPLIES TO STRUCTURE 13.
06. CHECK THE SPREAD CALCULATIONS FOR STRUCTURE 9 AND
ENSURE THEY ARE CORRECT.
07. PROVIDE A DETAIL FOR THE DISSIPATOR PIT AT THE OUTFALL
OF THE UNDERGROUND BMP THAT SHOWS THE RIPRAP AT 2'
THICK UNDERLAIN WITH FILTER FABRIC.
08. THE PERENNIAL FLOW DETERMINATION FOR COMPLIANCE WITH
THE CHESAPEAKE BAY ORDINANCE HAS BEEN SUBMITTED TO THE
WATER QUALITY SECTION FOR THEIR REVIEW. AS OF THIS
REVIEW IT HAS NOT BEEN APPROVED.
09. THE ONSITE STORM SEWER PIPES AND INLET STRUCTURES ARE
NOT REQUIRED TO BE ENCLOSED WITHIN DRAINAGE EASEMENTS,
SINCE THEY ONLY CONVEY ONSITE STORMWATER RUNOFF. ONLY
THE RAIN TANK AND ITS OUTFALL MUST BE CONTAINED WITHIN
A SWM/BMP EASEMENT WITH THE 20' BMP ACCESS EASEMENT TO
THE VDOT RIGHT-OF-WAY.
10. THE MS-19 VARIANCE REQUEST HAS BEEN APPROVED BASED ON
THE ONSITE DETENTION PROVIDED AND THE CONDITION OF THE
RECEIVING CHANNEL. ALTHOUGH THE 2-YEAR POST-DEVELOPED
DISCHARGE TO ANALYSIS POINT #3 IS SLIGHTLY HIGHER THAN
THE 2-YEAR PRE-DEVELOPED FLOW (1.46 CFS VS. 1.31 CFS),
THE 10-YEAR POST-DEVELOPED DISCHARGE IS LESS THAN THE
10-YEAR PRE-DEVELOPED DISCHARGE (1.71 CFS VS. 1.74
CFS). THE DISCHARGE FROM THE DETENTION TANK FIRST
ENTERS A DISSIPATOR PIT TO ENCOURAGE SHEET FLOW INTO
A HEAVILY WOODED SWALE ON THE CHURCH PROPERTY. THE
EXISTING SWALE IS SHOWN TO PROVIDE CONTAINMENT OF THE
10-YEAR STORM RELEASED AT NON-EROSIVE VELOCITIES FOR
BOTH THE 2-YEAR AND 10-YEAR STORMS (2.10 FPS & 2.16
FPS, RESPECTIVELY), THROUGH THE CHURCH PROPERTY AND
INTO EXISTING RPA/FEMA FLOODPLAIN AND DOES NOT POSE A
CONCERN FOR EROSION OF DOWNSTREAM PROPERTIES.
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. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
13. THE STORMWATER/BMP FACILITY MUST BE CERTIFIED BY
A PROFESSIONAL ENGINEER PRIOR TO ISSUANCE OF ANY
OCCUPANCY CERTIFICATES.
14. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A COST
ESTIMATE FOR THE CONSTRUCTION OF THE PERMANENT BMP(S)
MUST BE SUBMITTED TO AND APPROVED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT. A SURETY FOR THE CONSTRUCTION
OF THE PERMANENT BMP MUST BE POSTED WITH ENVIRONMENTAL
ENGINEERING PRIOR TO ISSUANCE OF A TEMPORARY
CERTIFICATE OF OCCUPANCY (TCO) IF THE BMP IS NOT
CERTIFIED AT THE TIME OF TCO REQUEST.
15. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A COPY
OF THE AUTOCAD .DWG OR .DXF MUST BE SUBMITTED TO
CAROLE CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE
AUTOCAD FILE MAY BE SUBMITTED ON A CD, DVD, OR VIA
EMAIL. THE FILE MUST CONTAIN THE FOLLOWING, EACH
CLEARLY IN SEPARATE LAYERS:
A. PROPOSED BUILDING FOOTPRINT;
B. ALL IMPERVIOUS AREAS (PARKING LOTS, DRIVEWAYS, ROADS,
ETC);
C. THE STORM SEWER SYSTEM AND ALL CULVERTS;
D. ALL JURISDICTIONAL WETLAND AREAS AND/OR WATERS OF THE
U.S./STATE;
E. STREAMS AND OTHER WATER BODIES;
F. LOCATIONS OF FIELD VERIFIED RESOURCE PROTECTION AREA
DESIGNATIONS TO INCLUDE WATER BODIES WITH PERENNIAL
FLOW, TIDAL SHORES, TIDAL WETLANDS, NON-TIDAL WETLANDS
WHICH ARE CONNECTED AND CONTIGUOUS TO TIDAL WETLANDS O
PERENNIAL FLOW;
G. LOCATIONS OF PERENNIAL FLOW ORIGINS AND THEIR
ASSOCIATED GPS COORDINATES (NAD83 STATE PLANE VA SOUTH
FEET);
H. LOCATION(S) OF BREAK POINT(S) IN SURFACE FLOW AND/OR
NON-CONTIGUOUS WETLANDS AND THEIR ASSOCIATED GPS
COORDINATES; AND
I. FLOOD PLAINS.
ALL AUTOCAD FILES MUST BE SAVED AS A .DWG OR .DXF IN
AUTOCAD VERSION 2009 OR EARLIER AND REFERENCED DIRECTL
TO THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH
ZONE IN THE NAD83 DATUM. THE CD, DVD, OR EMAIL MUST B
LABELED WITH THE SITE PLAN NAME, SITE PLAN NUMBER,
ENGINEERING FIRM AND CONTACT NAME AND PHONE NUMBER.
16. 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.
17. 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. COPIES OF THE VIRGINIA STORMWATER MANAGEMENT PERMIT
(VSMP) REGISTRATION STATEMENT AND FEE PAID RECEIPT
E. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(THE ESTIMATE OF $25,220 IS SATISFACTORY)
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : FAITH & FAMILY CHURCH
ADDRESS : 7820 WALMSLEY BLVD.
SITE PLAN NO. : 14PR0161
LATEST PLAN DATE : 09/10/2014
DEPT. REC'D DATE : 10/29/2014
SUBMITTAL NUMBER : 3
REVIEW DATE : 10/29/2014
RECOMMENDATION : APPROVED
TABLE REVISION : N/A
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 FEATURE
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 NO
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 TH
COUNTY FOR DEVELOPMENT PROJECTS WITHIN CHESTERFIELD
COUNTY. ADDITIONALLY, NEW STATE STORMWATER REGULATION
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 REQUIREMENT
LISTED UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER
NEW DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. THE DEPARTMENT HAS NOT PERFORMED A REVIEW OF THOSE
ONSITE DRAINAGE CONVEYANCE SYSTEMS WHOSE CONTRIBUTING
DRAINAGE AREAS LIE WITHIN THE LIMITS OF THE PROPERTY
AND ARE NOT REQUIRED TO BE ENCLOSED IN A COUNTY
DRAINAGE EASEMENT.
04. THE PERENNIAL FLOW DETERMINATION FOR COMPLIANCE WITH
THE CHESAPEAKE BAY ORDINANCE WAS CONFIRMED IN A LETTER
FROM LAURA BARRY IN THE EE WATER QUALITY SECTION DATED
JUNE 3, 2014.
05. THE MS-19 VARIANCE REQUEST HAS BEEN APPROVED BASED ON
THE ONSITE DETENTION PROVIDED AND THE CONDITION OF THE
RECEIVING CHANNEL. ALTHOUGH THE 2-YEAR POST-DEVELOPED
DISCHARGE TO ANALYSIS POINT #3 IS SLIGHTLY HIGHER THAN
THE 2-YEAR PRE-DEVELOPED FLOW (1.46 CFS VS. 1.31 CFS),
THE 10-YEAR POST-DEVELOPED DISCHARGE IS LESS THAN THE
10-YEAR PRE-DEVELOPED DISCHARGE (1.71 CFS VS. 1.74
CFS). THE DISCHARGE FROM THE DETENTION TANK FIRST
ENTERS A DISSIPATOR PIT TO ENCOURAGE SHEET FLOW INTO
A HEAVILY WOODED SWALE ON THE CHURCH PROPERTY. THE
EXISTING SWALE IS SHOWN TO PROVIDE CONTAINMENT OF THE
10-YEAR STORM RELEASED AT NON-EROSIVE VELOCITIES FOR
BOTH THE 2-YEAR AND 10-YEAR STORMS (2.10 FPS & 2.16
FPS, RESPECTIVELY), THROUGH THE CHURCH PROPERTY AND
INTO EXISTING RPA/FEMA FLOODPLAIN AND DOES NOT POSE A
CONCERN FOR EROSION OF DOWNSTREAM PROPERTIES.
A COPY OF THESE APPROVAL COMMENTS AND THE VARIANCE
REQUEST LETTER MUST BE PROVIDED ON SITE IN THE SWPPP
BOX DURING CONSTRUCTION.
06. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
07. THE STORMWATER/BMP FACILITY MUST BE CERTIFIED BY
A PROFESSIONAL ENGINEER PRIOR TO ISSUANCE OF ANY
OCCUPANCY CERTIFICATES.
08. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A COST
ESTIMATE FOR THE CONSTRUCTION OF THE PERMANENT BMP(S)
MUST BE SUBMITTED TO AND APPROVED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT. A SURETY FOR THE CONSTRUCTION
OF THE PERMANENT BMP MUST BE POSTED WITH ENVIRONMENTAL
ENGINEERING PRIOR TO ISSUANCE OF A TEMPORARY
CERTIFICATE OF OCCUPANCY (TCO) IF THE BMP IS NOT
CERTIFIED AT THE TIME OF TCO REQUEST.
09. 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.
10. 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.
11. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. A VDOT LAND USE PERMIT
B. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(THE ESTIMATE OF $25,220 IS SATISFACTORY)
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REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : FAITH & FAMILY CHURCH
ADDRESS : 7820 WALMSLEY BLVD.
SITE PLAN NO. : 14PR0161
LATEST PLAN DATE : 12/16/2014
DEPT. REC'D DATE : 12/18/2014
SUBMITTAL NUMBER : 4
REVIEW DATE : 01/26/2015
RECOMMENDATION : APPROVED
TABLE REVISION : N/A
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 FEATURE
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 NO
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 TH
COUNTY FOR DEVELOPMENT PROJECTS WITHIN CHESTERFIELD
COUNTY. ADDITIONALLY, NEW STATE STORMWATER REGULATION
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 REQUIREMENT
LISTED UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER
NEW DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. THE PERENNIAL FLOW DETERMINATION FOR COMPLIANCE WITH
THE CHESAPEAKE BAY ORDINANCE WAS CONFIRMED IN A LETTER
FROM LAURA BARRY IN THE EE WATER QUALITY SECTION DATED
JUNE 3, 2014.
04. THE MS-19 VARIANCE REQUEST HAS BEEN APPROVED BASED ON
THE ONSITE DETENTION PROVIDED AND THE CONDITION OF THE
RECEIVING CHANNEL. ALTHOUGH THE 2-YEAR POST-DEVELOPED
DISCHARGE TO ANALYSIS POINT #3 IS SLIGHTLY HIGHER THAN
THE 2-YEAR PRE-DEVELOPED FLOW (1.46 CFS VS. 1.31 CFS),
THE 10-YEAR POST-DEVELOPED DISCHARGE IS LESS THAN THE
10-YEAR PRE-DEVELOPED DISCHARGE (1.71 CFS VS. 1.74
CFS). THE DISCHARGE FROM THE DETENTION TANK FIRST
ENTERS A DISSIPATOR PIT TO ENCOURAGE SHEET FLOW INTO
A HEAVILY WOODED SWALE ON THE CHURCH PROPERTY. THE
EXISTING SWALE IS SHOWN TO PROVIDE CONTAINMENT OF THE
10-YEAR STORM RELEASED AT NON-EROSIVE VELOCITIES FOR
BOTH THE 2-YEAR AND 10-YEAR STORMS (2.10 FPS & 2.16
FPS, RESPECTIVELY), THROUGH THE CHURCH PROPERTY AND
INTO EXISTING RPA/FEMA FLOODPLAIN AND DOES NOT POSE A
CONCERN FOR EROSION OF DOWNSTREAM PROPERTIES.
A COPY OF THESE APPROVAL COMMENTS AND THE VARIANCE
REQUEST LETTER MUST BE PROVIDED ON SITE IN THE SWPPP
BOX DURING CONSTRUCTION.
05. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
06. THE STORMWATER/BMP FACILITY MUST BE CERTIFIED BY
A PROFESSIONAL ENGINEER PRIOR TO ISSUANCE OF ANY
OCCUPANCY CERTIFICATES.
07. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A COST
ESTIMATE FOR THE CONSTRUCTION OF THE PERMANENT BMP(S)
MUST BE SUBMITTED TO AND APPROVED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT. A SURETY FOR THE CONSTRUCTION
OF THE PERMANENT BMP MUST BE POSTED WITH ENVIRONMENTAL
ENGINEERING PRIOR TO ISSUANCE OF A TEMPORARY
CERTIFICATE OF OCCUPANCY (TCO) IF THE BMP IS NOT
CERTIFIED AT THE TIME OF TCO REQUEST.
08. 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.
09. 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.
10. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. A VDOT LAND USE PERMIT
B. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(THE ESTIMATE OF $25,220 IS SATISFACTORY)
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