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CASE NO: 17PR0139 STATUS: APPROVED - ADMIN
PROJECT NAME: THE LAURELS OF WILLO - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 02 12/22/16 01/18/17 ******** ********
ENVIR.ENGR.-: 03 01/23/17 01/31/17 ******** 01/11/17 DLD 706-2031
FIRE DEPT.--: 03 01/23/17 01/31/17 COMPLETE 01/27/17 AWB 717-6167
HOUSE NUMBER: 01 11/03/16 11/29/16 ******** ********
MAPPING/GIS-: 03 01/23/17 01/31/17 COMPLETE 01/26/17 AMJ 768-7549
PLANNING----: 03 01/23/17 01/31/17 COMPLETE 02/03/17 L M 717-6836
TRANSPORT.--: 03 01/23/17 01/31/17 COMPLETE 01/30/17 SJA 751-4461
UTIL.PLAN.--: 03 01/23/17 01/31/17 ******** ********
UTILITIES---: 03 01/23/17 01/31/17 ******** 12/30/16
UTIL.R.O.W.-: 03 01/23/17 01/31/17 ******** ********
VDOT--------: 03 01/23/17 01/31/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : THE LAURELS OF WILLOW CREEK
ADDRESS : 11611 ROBIOUS RD
SUBMISSION DATE : 9/22/16
PLAN DATED : 9/20/16
REVIEW DATE : 9/27/16
SITE PLAN NO. : 17PR0139
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. PLACE COUNTY PROJECT NUMBER 16-0256 ON THE LOWER RIGHT
CORNER OF EACH SHEET.
2. LABEL THE EASEMENTS ON EACH UTILITY SHEET WITH THE TYP
DEAD BOOK AND PAGE NUMBER.
3. PLEASE PUT UTILITIES CONTACT MIKE LARSON, P.E. 748-
1338, LARSONM@CHESTERFIELD.GOV ON THE COVER SHEET.
4. FOR THE NEW 2-INCH WATER METER, THE EXISTING SERVICE
MUST BE ABANDONED AND A NEW 2-INCH TAP IS REQUIRED. PROVI
A PERMANENT WATER EASEMENT FROM THE TAP TO THE END OF THE
NEW METER BOX.
5. PROVIDE DETAIL MET-7 FOR 2-INCH METER BOX ON THE PLANS
6. PER THE MANUFACTURER'S LITERATURE, THE E/ONE MODEL
DH071-74 IS FOR SINGLE FAMILY HOMES UP TO 700 GPD. WE THI
THAT THE DH-152 DUPLEX PUMP SYSTEM SIZED FOR UP TO 3,000 G
IS A MORE APPROPRIATE SIZE.
7. E/ONE PUMPS COME STANDARD WITH A 1-1/4" DISCHARGE
CONNECTION. WE RECOMMEND USING A SOLID ROLL OF 1-1/4" HDPE
TO ELIMINATE JOINTS AND FITTINGS. IF THERE HAS TO BE A
JOINT, THEN A BRONZE GRIP-RING TYPE COMPRESSION COUPLING
WITH A STAINLESS STEEL STIFFENER IS A GOOD OPTION.
8. ONE OF THE MANHOLES SHOULD BE ELIMINATED. THE SAMPLIN
MANHOLE CAN BE RELOCATED OFF THE PAVEMENT WITH A DEPTH OF
APPROXIMATELY 4 FT AS SHOWN ON THE PDF I HAVE SENT. THIS
WILL ALLOW THE LATERAL TO BE INSTALLED WITH MORE CLEARANCE
AND AT A GREATER GRADE.
9. THE PORTION OF SEWER LATERAL WHERE IT CROSSES THE
EASEMENT SHOULD BE SHOWN AS PUBLIC.
10. SHOW THE SEWER LATERAL CROSSING OF THE STORM DRAIN
BETWEEN STRUCTURE 39 AND 44 ON THE PROFILE SO THAT THE
GRINDER PUMP BASIN CAN BE ORDERED AT THE CORRECT DEPTH.
RISER SECTIONS SHOULD BE SPECIFIED IF ADDITIONAL DEPTH IS
REQUIRED.
11. THE 6-INCH SANITARY LATERAL SHOULD BE DESIGNED WITH A
LEAST 6 INCHES OF CLEARANCE OVER THE STORM SEWER.
12. SHEET C05 AND C005.1 CALL OUT THE FORCE MAIN WITH A
SLOPE OF 1.04%, WHICH IS NOT CORRECT.
13. SHEET C05.1 SHOWS A SLOPE OF 1.05% FOR THE 4-INCH
PRIVATE SEWER LATERAL, WHICH WE DO NOT BELIEVE COMPLIES WI
THE PLUMBING CODE. PLEASE COORDINATE WITH BUILDING
INSPECTIONS TO CONFIRM THE CORRECT SLOPE.
14. SHEET C07 IS SHOWN AS "NTS", WHICH INFERS NOT TO SCA
AND IS NOT CORRECT.
15. ELIMINATE THE FORCE MAIN DISCHARGE DETAIL ON C11.1, W
WILL PROVIDE A BETTER DETAIL.
16. UPDATE THE QUANTITIES ON THE MATERIALS LIST BASED ON
COMMENTS. THE MATERIALS NEED TO BE BROKEN DOWN BY PRIVATE
AND PUBLIC UTILITIES.
17. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT PRIOR TO THE START OF CONSTRUCTION.
PRIOR TO THE PREPARATION OF THE UTILITIES CONTRACT,
UTILITIES MUST BE IN RECEIPT OF THE "ACCEPTED" BID PROPOSA
BETWEEN THE DEVELOPER AND THE COUNTY APPROVED UTILITIES
CONTRACTOR AS WELL AS THE PROJECT'S INFORMATIONAL SHEET
FOUND ON THE "DEVELOPER'S CHECKLIST". PLEASE SEND THOSE TW
ITEMS TO THE ATTENTION OF MIKE LARSON
(LARSONM@CHESTERFIELD.GOV). THE BID PROPOSAL MUST BE BASED
ON THE APPROVED SITE PLAN. BE ADVISED THAT IF THE SITE PLA
IS REVISED AND REAPPROVED SUBSEQUENT TO THE PREPARATION OR
RECORDATION OF THE UTILITIES CONTRACT, THE BID PROPOSAL
SHALL BE REVISED ACCORDINGLY AND A REVISED UTILITIES
CONTRACT MAY BE NECESSARY.
18. AFTER FINAL SITE PLAN APPROVAL, SUBMIT THREE SETS OF
THE APPROVED PLANS DIRECTLY TO THE UTILITIES DEPARTMENT FO
OUR USE DURING CONSTRUCTION INSPECTION. THIS IS IN
ADDITION TO THE ONE APPROVED SET FROM PLANNING (4 TOTAL
SETS).
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : THE LAURELS OF WILLOW CREEK
ADDRESS : 11611 ROBIOUS RD
SUBMISSION DATE : 11/3/16
PLAN DATED : 10/26/16
REVIEW DATE : 11/7/16
SITE PLAN NO. : 17PR0139
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
1. PAGE 2 OF DETAIL MET-7 FOR 2-INCH METER BOX COULD NOT
LOCATED ON THE PLANS, PLEASE PROVIDE.
2. PROVIDE A CONSPICUOUS NOTE ON SHEET C05.1 THAT THE
CONTRACTOR SHALL REFER TO THE DEMOLITION PLANS FOR THE
ABANDONMENT OF THE EXISTING WATER METER AND THAT THE SERVI
SHALL BE ABANDONED PER CHESTERFIELD COUNTY SPECIFICATIONS.
3. PROVIDE A SEQUENCE OF CONSTRUCTION FOR THE TRANSFER OF
WATER SERVICE TO THE NEW METER IN ORDER TO MINIMIZE
DISRUPTION OF WATER SERVICE TO THE FACILITY.
4. PROVIDE A 10 FT STUB OF 6" PVC AT 2.08" WITH A CAP ON
THE END INTO THE MONITORING MANHOLE TO RECEIVE THE
CONNECTION FROM THE FORCE MAIN.
5. THE NEW 2" WATER SERVICE TAP SHOULD BE CALLED OUT AS A
2" CORPORATION STOP AND THE NUMBER OF FEET OF TYPE K HARD
COPPER FROM THE MAIN TO THE METER BOX. FROM THE METER BOX
TO THE BUILDING THE PIPE SHOULD BE LABELED AS "PRIVATE" AN
CAN BE LABELED WITH THE MATERIAL OF THE ENGINEER'S CHOICE.
IF HARD COPPER IS DESIRED FOR THE PRIVATE LATERAL NOTE THA
IT CANNOT BE BENT AS SHOWN AND FITTINGS SHOULD BE PROVIDED
6. ENSURE THAT THE LOCATION OF THE 2" METER BOX WILL NOT
SIT OVER THE TOP OF THE 30" RCP.
7. THE SEWER LATERAL TO THE PUMP STATION IS NOT SHOWN ON
THE STORM SEWER PROFILE BETWEEN STRUCTURE 46-48.
8. DETAIL SEW-4 ON SHEET C11.1 IS NOT APPLICABLE FOR THIS
PROJECT AND MAY BE DELETED.
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : THE LAURELS OF WILLOW CREEK
ADDRESS : 11611 ROBIOUS RD
SUBMISSION DATE : 12/22/16
PLAN DATED : 12/9/16
REVIEW DATE : 12/30/16
SITE PLAN NO. : 17PR0139
COMMENTS : 3RD REVIEW- APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
UPON RECEIPT OF APPROVALS FROM ALL OTHER DEPARTMENTS,
FORWARD 3 COPIES OF THE APPROVED PLANS DIRECTLY TO THE
UTILITY DEPARTMENT FOR USE DURING CONSTRUCTION.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: THE LAURELS OF WILLOW CREEK
SITE PLAN NUMBER: 17PR0139
LATEST PLAN DATE: 09/20/16
DEPT. REC'D. DATE: 09/28/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 10/12/16
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: THE LAURELS OF WILLOW CREEK
SITE PLAN NUMBER: 17PR0139
LATEST PLAN DATE: 10/26/16
DEPT. REC'D. DATE: 11/07/16
SUBMITTAL NUMBER: TWO
REVIEW DATE: 11/09/16
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: THE LAURELS OF WILLOW CREEK
SITE PLAN NUMBER: 17PR0139
LATEST PLAN DATE: 12/09/16
DEPT. REC'D. DATE: 12/28/16
SUBMITTAL NUMBER: THREE
REVIEW DATE: 01/05/17
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: THE LAURELS OF WILLOW CREEK
SITE PLAN NUMBER: 17PR0139
LATEST PLAN DATE: 12/09/16
DEPT. REC'D. DATE: 01/25/17
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 01/30/17
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : LUIGI MIGNARDI / 717-6836
PLAN NAME : LAURELS OF WILLOW CREEK
PLAN NUMBER : 17PR0139
ORIGINAL PLAN DATE 09/20/16
REVIEW DATE : 10/10/16
LATEST SUBMISSION DATE : 09/20/16
ACCEPTED DATE: 09/22/16
SUBMITTAL NUMBER : 1
STATUS : CORRECTIONS REQUIRED
TABLE REVIEW : N
1. SHOW THE TOTAL REQUIRED AND TOTAL PROVIDED HANDICAP
PARKING SPACES.
2. SHOW LOCATION AND DIMENSIONS OF HANDICAP
PARKING SPACES AND PEDESTRIAN ACCESS AISLES. PARKING
SPACES ARE TO BE LOCATED AS CLOSE TO THE MAIN BUILDING
ENTRANCE AS POSSIBLE. SHOW CONNECTION OF HANDICAP
ACCESS AISLES TO SIDEWALKS.
3. INSTALL BUMPER BLOCKS AT ENDS OF PARKING SPACES
BETWEEN HANDICAP ACCESS AISLE AND ENTRANCE TO BUILDING
SO THAT CARS DO NOT ENCROACH INTO HANDICAP PEDESTRIAN PATH
4. SHOW LOCATION AND DETAILS OF HANDICAP PARKING
SIGNAGE.
5. PER SEC. 19.1-253.C, THE TOTAL NUMBER OF TREES IN A
PARKING LOT SHALL BE 1 PER 200 S.F. OF LANDSCAPE AREA
IN THE PARKING LOT. SHOW THE CALCULATION FOR TOTAL NUMBER
OF TREES. (EXAMPLE: 3000 S.F. LANDSCAPE AREA DIVIDED BY
200 S.F. PER TREE = 15 TREES)
6. PER SEC. 19.1-253.C, AT LEAST 50% OF THE TREES
SHALL BE LARGE MATURING TREES THAT ARE IN ISLANDS WITH A
MINIMUM WIDTH OF 15 FEET AND 250 S.F. IN SIZE. SMALL
MATURING TREES SHALL BE IN ISLANDS WITH A MINIMUM WIDTH
OF 9 FEET AND BE 150 S.F. IN SIZE.
7. PER SEC. 19.1-253.A. & B., THE LOCATION OF PARKING LOT
LANDSCAPE ISLANDS SHALL BE DISPERSED SO AS TO BREAK UP
THE EXPANSE OF PARKING AREAS. THE COUNTY ENCOURAGES
CONTINUOUS PLANTING ISLANDS RATHER THAN HAVING
MANY INDIVIDUAL ISLANDS BY ALLOWING PLANTING ISLANDS AT
LEAST 65 FEET IN LENGTH TO BE ONLY 9 FEET WIDE FOR LARGE
MATURING TREES. THIS IS THE MOST EFFICIENT AND EFFECTIVE
WAY TO INCLUDE TREES INTO PARKING AREAS.
8. PER SEC. 19.1-246, AT LEAST A CONCEPTUAL
LANDSCAPING PLAN SHALL BE APPROVED PRIOR TO RELEASE OF
FINAL SITE PLAN APPROVAL. WHETHER THE PLAN SUBMITTED IS
A CONCEPTUAL OR DETAILED LANDSCAPE PLAN, THE PLAN SHALL
SHOW THE FOLLOWING:
A. ALL EASEMENTS AND RIGHTS OF WAY, FIRE HYDRANT LOCATIONS
AND SITE LIGHTING LOCATIONS.
B. WIDTH OF PERIMETER YARDS AND BUFFERS AND THE
ORDINANCE STANDARD FOR THE PLANTING OF EACH YARD
AND/OR BUFFER - SHOW SEPARATE TABULAR CALCULATION OF
REQUIRED AND PROPOSED PLANTINGS FOR EACH YARD AND/OR
BUFFER.
C. SHOW CALCULATIONS FOR PLANTING OF INTERIOR PARKING LOT
AREAS.
D. IF A CONCEPTUAL PLAN IS SUBMITTED, SHOW ARRANGEMENT OF
ALL PLANTS AND IDENTIFY EACH AS LARGE OR SMALL DECIDUOUS
TREES, EVERGREEN TREES, MEDIUM SHRUBS, AND SMALL SHRUBS/
GROUNDCOVERS. THESE MAY BE KEYED TO A CONCEPTUAL PLANT
LIST SHOWING THESE PLANT TYPES AND THE QUANTITIES OF EACH.
E. IF A DETAILED LANDSCAPE PLAN IS SUBMITTED, SPECIFY THE
PLANTS AND THEIR REQUIRED SIZES FOR EACH OF THE PLANT TYPE
REQUIRED PER SEC. 19.1-250.D.
F. SHOW ALL AREAS OF EXISTING TREES TO REMAIN AND CLEARLY
LABEL AS SUCH. SEE SEC. 19.1-247 REGARDING REQUIREMENTS
FOR TREE PRESERVATION.
G. ALL TREES WITHIN THE SETBACK FROM A PUBLIC RIGHT OF WAY
SHALL BE RETAINED UNLESS REMOVAL IS NECESSARY TO
ACCOMMODATE VEHICULAR ACCESS AND/OR UTILITIES THAT RUN
GENERALLY PERPENDICULAR THROUGH THE SETBACK. THESE TREE
SAVE AREAS SHALL BE SHOWN ON THE EROSION CONTROL, GRADING
AND LANDSCAPE PLANS.
H. REMOVAL OF EXISTING TREES WITHIN THE SETBACK OR BUFFER
WITHOUT WRITTEN APPROVAL FROM THE PLANNING DEPARTMENT
SHALL RESULT IN TWO TREES BEING PLANTING FOR EACH TREE
REMOVED PER SEC. 19.1-249 (C)2.
I. ANY EXISTING TREES IN SETBACKS THAT ARE APPROVED FOR
REMOVAL SHALL BE SHOWN AS SUCH ON THE EROSION CONTROL,
GRADING AND LANDSCAPE PLANS PER SEC. 19.1-247(A)1.
J. PER SEC. 19.1-250A., THE LANDSCAPE DESIGN SHALL BE
REQUIRED TO PROVIDE A PROFESSIONALLY ACCEPTABLE
COMPOSITION AND MIX OF VEGETATION.
K. PROVIDE STANDARD COUNTY LANDSCAPE NOTES ON DETAILED
LANDSCAPE PLAN.
L. EACH REVIEW OF DETAILED LANDSCAPE PLANS AFTER
APPROVAL OF THE SITE PLAN INCURS A RESUBMITTAL FEE AND
IS TRACKED AS A SITE PLAN REVIEW UNTIL APPROVED.
APPROVAL MUST BE OBTAINED PRIOR TO TEMPORARY OCCUPANCY
OF THE BUILDING PER SEC. 19.1-246B.
9. PER SEC. 19.1-249, ALL LANDSCAPED AREAS SHALL BE
PROVIDED WITH A READILY AVAILABLE WATER SUPPLY. THE
COUNTY ACCEPTS EITHER YARD HYDRANTS AND/OR HOSE BIBS
WITHIN 100 FEET OF ALL NEW PLANTINGS OR AN IRRIGATION SYST
FOR ALL AREAS OF NEW PLANTINGS.
THE COUNTY ALSO ACCEPTS A 3-YEAR CONTINUOUS
MAINTENANCE CONTRACT WITH A REPUTABLE LANDSCAPING
MAINTENANCE COMPANY. CERTAIN AREAS DIFFICULT TO SERVE
WITH WATER MAY BE PLANTED WITH DROUGHT TOLERANT NATIVE
SPECIES. INSURE WATER INFORMATION IS SUPPLIED ON UTILITY
DEPARTMENT METER SIZING FORMS.
10. PER SEC. 19.1-262.B., THE ONLY USES IN BUFFERS IS
LANDSCAPING, SCREENING, SECURITY FENCING, UTILITIES
RUNNING PERPENDICULAR THROUGH THE BUFFER, WALKWAYS,
SIGNS, OR SIMILAR USES MAY BE PERMITTED THROUGH
PLAN REVIEW.
11. PER SEC. 19.1-248.B., A FORM OF SURETY SUCH AS A
PERFORMANCE BOND IN AN AMOUNT EQUAL TO 50 PERCENT
OF THE INITIAL INSTALLATION COST OF THE LANDSCAPING
SHALL BE SUBMITTED TO THE PLANNING DEPARTMENT PRIOR TO
THE PLANNING DEPARTMENT'S APPROVAL OF THE OCCUPANCY
PERMIT OR CERTIFICATE OF COMPLETION. WITHIN A YEAR OF
INSTALLATION AND PRIOR TO RELEASE OF THE BOND, THE
PLANNING DEPARTMENT SHALL INSPECT THE LANDSCAPING.
ANY PLANTS MISSING, DEAD, OR IN POOR CONDITION SHALL
BE REPLACED BY THE OWNER OR CONTRACTOR.
12. PER SEC. 19.1-205, 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.
13. PER SEC. 19.1-205, SUBMIT A FOOT-CANDLE OUTPUT DIAGRAM
WHENEVER A SITE IS ADJACENT TO A RESIDENTIAL DISTRICT AND
DOCUMENT THAT THE MAXIMUM ILLUMINATION DOES NOT EXCEED
0.5 FOOT-CANDLES AT THE PROPERTY LINE WITH THE RESIDENTIAL
DISTRICT.
14. PER SEC. 19.1-205, UNLESS A PROJECT IS APPROVED
FOR ORNAMENTAL PEDESTRIAN-STYLE LIGHTING, ALL LIGHT FIXTUR
SHALL BE OF A DIRECTIONAL TYPE THAT SHIELDS THE LIGHT SOUR
FROM DIRECT VIEW FROM ANY ADJOINING, A, R, R-TH, MH,
TND, OR R-MF DISTRICT OR PUBLIC RIGHT OF WAY.
15. PER SEC. 19.1-317 A, B, PROVIDE 2 COPIES OF
RENDERINGS/ELEVATIONS OF THE BUILDINGS WITH ALL BUILDING
MATERIALS AND COLORS IDENTIFIED, LOCATIONS OF JUNCTION AND
ACCESS BOXES SHOWN, AND HOW ALL MECHANICAL
EQUIPMENT IS SCREENED WHETHER IT IS MOUNTED ON THE ROOF
OR ON THE GROUND.
16. PER SEC. 19.1-317.C., SHOW THAT JUNCTION AND ACCESS
BOXES ARE EITHER SCREENED OR PAINTED TO MATCH THE BUILDING
EXCEPT AS ALLOWED IN I-2 AND I-3 DISTRICTS.
17. PER SEC. 19.1-317.D., MECHANICAL EQUIPMENT, WHETHER
ROOF-TOP OR GROUND LEVEL, SHALL BE SHIELDED AND SCREENED
FROM PUBLIC VIEW AND DESIGNED TO BE PERCEIVED AS AN
INTEGRAL PART OF THE BUILDING EXCEPT AS ALLOWED IN I-2 AND
I-3 DISTRICTS. SHOW ALL UNITS IN RELIEF BEHIND PARAPETS
AND/OR WALLS USED FOR SCREENING TO SHOW THAT UNITS ARE
FULLY SCREENED.
18. PUT THE CHESTERFIELD COUNTY SITE PLAN NUMBER (17PR0139
IN THE LOWER RIGHT CORNER OF EACH SHEET.
**********************************************************
**********************************************************
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : LUIGI MIGNARDI / 717-6836
PLAN NAME : LAURELS OF WILLOW CREEK
PLAN NUMBER : 17PR0139
ORIGINAL PLAN DATE 09/20/16
REVIEW DATE : 11/23/16
LATEST SUBMISSION DATE : 10/26/16
ACCEPTED DATE: 11/03/16
SUBMITTAL NUMBER : 2
STATUS : CORRECTIONS REQUIRED
TABLE REVIEW : Y
--------------------------------------------------
1. EACH REVIEW OF DETAILED LANDSCAPE PLANS AFTER
APPROVAL OF THE SITE PLAN INCURS A RESUBMITTAL FEE AND
IS TRACKED AS A SITE PLAN REVIEW UNTIL APPROVED.
APPROVAL MUST BE OBTAINED PRIOR TO TEMPORARY OCCUPANCY
OF THE BUILDING PER SEC. 19.1-246B.
2. PER SEC. 19.1-249, ALL LANDSCAPED AREAS SHALL BE
PROVIDED WITH A READILY AVAILABLE WATER SUPPLY. THE
COUNTY ACCEPTS EITHER YARD HYDRANTS AND/OR HOSE BIBS
WITHIN 100 FEET OF ALL NEW PLANTINGS OR AN IRRIGATION
SYSTEM FOR ALL AREAS OF NEW PLANTINGS. PROVIDE AN
IRRIGATION PLAN OR SHOW YARD HYDRANTS ON THE LANDSCAPE PLA
3. THE COUNTY ALSO ACCEPTS A 3-YEAR CONTINUOUS
MAINTENANCE CONTRACT WITH A REPUTABLE LANDSCAPING
MAINTENANCE COMPANY. CERTAIN AREAS DIFFICULT TO SERVE
WITH WATER MAY BE PLANTED WITH DROUGHT TOLERANT NATIVE
SPECIES. INSURE WATER INFORMATION IS SUPPLIED ON UTILITY
DEPARTMENT METER SIZING FORMS.
4. PER SEC. 19.1-248.B., A FORM OF SURETY SUCH AS A
PERFORMANCE BOND IN AN AMOUNT EQUAL TO 50 PERCENT
OF THE INITIAL INSTALLATION COST OF THE LANDSCAPING
SHALL BE SUBMITTED TO THE PLANNING DEPARTMENT PRIOR TO
THE PLANNING DEPARTMENT'S APPROVAL OF THE OCCUPANCY
PERMIT OR CERTIFICATE OF COMPLETION. WITHIN A YEAR OF
INSTALLATION AND PRIOR TO RELEASE OF THE BOND, THE
PLANNING DEPARTMENT SHALL INSPECT THE LANDSCAPING.
ANY PLANTS MISSING, DEAD, OR IN POOR CONDITION SHALL
BE REPLACED BY THE OWNER OR CONTRACTOR.
5. PER SEC. 19.1-205, 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.
6. PER SEC. 19.1-205, SUBMIT A FOOT-CANDLE OUTPUT DIAGRAM
WHENEVER A SITE IS ADJACENT TO A RESIDENTIAL DISTRICT AND
DOCUMENT THAT THE MAXIMUM ILLUMINATION DOES NOT EXCEED
0.5 FOOT-CANDLES AT THE PROPERTY LINE WITH THE RESIDENTIAL
DISTRICT
7. PER SEC. 19.1-205, UNLESS A PROJECT IS APPROVED
FOR ORNAMENTAL PEDESTRIAN-STYLE LIGHTING, ALL LIGHT FIXTUR
SHALL BE OF A DIRECTIONAL TYPE THAT SHIELDS THE LIGHT SOUR
FROM DIRECT VIEW FROM ANY ADJOINING, A, R, R-TH, MH,
TND, OR R-MF DISTRICT OR PUBLIC RIGHT OF WAY.
8. PER SEC. 19.1-317 A, B, PROVIDE 2 COPIES OF
RENDERINGS/ELEVATIONS OF THE BUILDINGS WITH ALL BUILDING
MATERIALS AND COLORS IDENTIFIED, LOCATIONS OF JUNCTION AND
ACCESS BOXES SHOWN, AND HOW ALL MECHANICAL
EQUIPMENT IS SCREENED WHETHER IT IS MOUNTED ON THE ROOF
OR ON THE GROUND.
9. PER SEC. 19.1-317.C., SHOW THAT JUNCTION AND ACCESS
BOXES ARE EITHER SCREENED OR PAINTED TO MATCH THE BUILDING
EXCEPT AS ALLOWED IN I-2 AND I-3 DISTRICTS.
10. PER SEC. 19.1-317.D., MECHANICAL EQUIPMENT, WHETHER
ROOF-TOP OR GROUND LEVEL, SHALL BE SHIELDED AND SCREENED
FROM PUBLIC VIEW AND DESIGNED TO BE PERCEIVED AS AN
INTEGRAL PART OF THE BUILDING EXCEPT AS ALLOWED IN I-2 AND
I-3 DISTRICTS. SHOW ALL UNITS IN RELIEF BEHIND PARAPETS
AND/OR WALLS USED FOR SCREENING TO SHOW THAT UNITS ARE
FULLY SCREENED.
11. PUT THE CHESTERFIELD COUNTY SITE PLAN NUMBER 17PR0139
IN THE LOWER RIGHT CORNER OF EACH SHEET INCLUDING THE
LANDSCAPE PLANS
12. SHOW THE HEAT PUMP AND CONDESNSOR UNIT ON
BOTH THE CIVIL AND LANDSCAPE PLAN AND HOW THEY
WILL BE SCREENED AND THAT THERE WILL BE NO SITE
CONFLICTS
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : LUIGI MIGNARDI / 717-6836
PLAN NAME : LAURELS OF WILLOW CREEK
PLAN NUMBER : 17PR0139
ORIGINAL PLAN DATE 09/20/16
REVIEW DATE : 01/11/17
LATEST SUBMISSION DATE : SITE PLAN 12/09/16
LANDSCAPE PLAN 12/30/16
ACCEPTED DATE: SITE PLAN 12/21/16 & LANDSCAPE PLAN 12/30/1
SUBMITTAL NUMBER : 3
STATUS : CORRECTIONS REQUIRED
TABLE REVIEW : Y
----------------------------------------------------------
1. EACH REVIEW OF DETAILED LANDSCAPE PLANS AFTER
APPROVAL OF THE SITE PLAN INCURS A RESUBMITTAL FEE AND
IS TRACKED AS A SITE PLAN REVIEW UNTIL APPROVED.
APPROVAL MUST BE OBTAINED PRIOR TO TEMPORARY OCCUPANCY
OF THE BUILDING PER SEC. 19.1-246B.
2. PER SEC. 19.1-249, ALL LANDSCAPED AREAS SHALL BE
PROVIDED WITH A READILY AVAILABLE WATER SUPPLY. THE
COUNTY ACCEPTS EITHER YARD HYDRANTS AND/OR HOSE BIBS
WITHIN 100 FEET OF ALL NEW PLANTINGS OR AN IRRIGATION
SYSTEM FOR ALL AREAS OF NEW PLANTINGS. PROVIDE AN
IRRIGATION PLAN OR SHOW YARD HYDRANTS ON THE LANDSCAPE
PLAN.
THE NOTE PROVIDED ON THE PLAN STATING EXTENDING IRRIGATION
IS NOT ADEQUATE SHOW THE HOSE BIB LOCATIONS OR IRRIGATION
DESIGN
3. THE COUNTY ALSO ACCEPTS A 3-YEAR CONTINUOUS
MAINTENANCE CONTRACT WITH A REPUTABLE LANDSCAPING
MAINTENANCE COMPANY. CERTAIN AREAS DIFFICULT TO SERVE
WITH WATER MAY BE PLANTED WITH DROUGHT TOLERANT NATIVE
SPECIES. INSURE WATER INFORMATION IS SUPPLIED ON UTILITY
DEPARTMENT METER SIZING FORMS.
4. PER SEC. 19.1-248.B., A FORM OF SURETY SUCH AS A
PERFORMANCE BOND IN AN AMOUNT EQUAL TO 50 PERCENT
OF THE INITIAL INSTALLATION COST OF THE LANDSCAPING
SHALL BE SUBMITTED TO THE PLANNING DEPARTMENT PRIOR TO
THE PLANNING DEPARTMENT'S APPROVAL OF THE OCCUPANCY
PERMIT OR CERTIFICATE OF COMPLETION. WITHIN A YEAR OF
INSTALLATION AND PRIOR TO RELEASE OF THE BOND, THE
PLANNING DEPARTMENT SHALL INSPECT THE LANDSCAPING.
ANY PLANTS MISSING, DEAD, OR IN POOR CONDITION SHALL
BE REPLACED BY THE OWNER OR CONTRACTOR
5. ON THE WESTERN PORTION OF THE SITE WHERE THE NEW
PARKING LOT IS PROPOSED THERE IS A CONFLICT WITH THE
PROPOSED LIGHT, TREE AND SANITARY LINE. ADJUST
LIGHT SO IT DOESN'T CONFLICT
6. PROVIDE A DETAIL SHOWING THE CONCRETE BASE AND LIGHT
POLE ATTACHMENT. THE BASE SHOULD BE THE SAME HEIGHT AND
DESIGN STYLE AS THOSE ALREADY ON SITE.
7. THE LIGHT POLE AND FIXTURE SHOULD MATCH WHAT'S
EXISTING ON SITE. PLEASE CONFIRM THIS.
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : LUIGI MIGNARDI / 717-6836
PLAN NAME : LAURELS OF WILLOW CREEK
PLAN NUMBER : 17PR0139
ORIGINAL PLAN DATE 09/20/16
REVIEW DATE : 02/03/17
LATEST SUBMISSION DATE : SITE PLAN 12/09/16
LANDSCAPE PLAN 01/18/17
ACCEPTED DATE: 01/23/17
SUBMITTAL NUMBER : 4
STATUS : APPROVED
TABLE REVIEW : Y
1. PER SEC. 19.1-248.B., A FORM OF SURETY SUCH AS A
PERFORMANCE BOND IN AN AMOUNT EQUAL TO 50 PERCENT
OF THE INITIAL INSTALLATION COST OF THE LANDSCAPING
SHALL BE SUBMITTED TO THE PLANNING DEPARTMENT PRIOR TO
THE PLANNING DEPARTMENT'S APPROVAL OF THE OCCUPANCY
PERMIT OR CERTIFICATE OF COMPLETION. WITHIN A YEAR OF
INSTALLATION AND PRIOR TO RELEASE OF THE BOND, THE
PLANNING DEPARTMENT SHALL INSPECT THE LANDSCAPING.
ANY PLANTS MISSING, DEAD, OR IN POOR CONDITION SHALL
BE REPLACED BY THE OWNER OR CONTRACTOR.
.
**********************************************************
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : THE LAURELS OF WILLOW CREEK
CASE NUMBER : 17PR0139
LATEST PLAN DATE : 9/20/16
RECEIVED DATE : 9/27/16
SUBMITTAL NUMBER : 1
REVIEW DATE : 10/10/16
ADDRESS : 11611 ROBIOUS RD
STATUS : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : THE LAURELS OF WILLOW CREEK
CASE NUMBER : 17PR0139
LATEST PLAN DATE : 10/26/16
RECEIVED DATE : 11/7/16
SUBMITTAL NUMBER : 2
REVIEW DATE : 11/23/16
ADDRESS : 11611 ROBIOUS RD
STATUS : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : THE LAURELS OF WILLOW CREEK
CASE NUMBER : 17PR0139
LATEST PLAN DATE : 12/9/16
RECEIVED DATE : 1/4/17
SUBMITTAL NUMBER : 3
REVIEW DATE : 1/17/17
ADDRESS : 11611 ROBIOUS RD
STATUS : APPROVED
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : THE LAURELS OF WILLOW CREEK
CASE NUMBER : 17PR0139
LATEST PLAN DATE : 1/18/17
RECEIVED DATE : 1/25/17
SUBMITTAL NUMBER : 4
REVIEW DATE : 1/26/17
ADDRESS : 11611 ROBIOUS RD
STATUS : APPROVED
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: THE LAURELS OF WILLOW CREEK
SITE PLAN NUMBER: 17PR0139
ADDRESS: 11611 ROBIOUS ROAD
LATEST PLAN DATE: 9/20/16
DEPT. REC'D. DATE: 9/29/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 9/29/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. PROVIDE COMPUTER GENERATED WATER FLOW TEST DATA,
PROVIDED BY THE CHESTERFIELD COUNTY UTILITIES
DEPARTMENT, VERIFYING THE REQUIRED WATER FLOW FOR FIRE
PROTECTION IS AVAILABLE AT THE SITE. THE WATERFLOW TEST
RESULTS AND GRAPH SHALL BE SHOWN ON THE SUBMITTED PLAN.
THE MINIMUM REQUIRED FIRE FLOW FOR ALL BUILDINGS, WITH
THE EXCEPTION OF ONE AND TWO-FAMILY DWELLINGS, IS 1500
GPM (SPRINKLER PROTECTED OR NON-SPRINKLER PROTECTED) IN
ACCORDANCE WITH THE INTERNATIONAL FIRE CODE (2012) -
SECTION B105.2 AND TABLE B105.1.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: THE LAURELS OF WILLOW CREEK
SITE PLAN NUMBER: 17PR0139
ADDRESS: 11611 ROBIOUS ROAD
LATEST PLAN DATE: 10/26/16
DEPT. REC'D. DATE: 11/7/16
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 11/17/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: THE LAURELS OF WILLOW CREEK
SITE PLAN NUMBER: 17PR0139
ADDRESS: 11611 ROBIOUS ROAD
LATEST PLAN DATE: 12/9/16
DEPT. REC'D. DATE: 12/28/16
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 1/18/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: THE LAURELS OF WILLOW CREEK
SITE PLAN NUMBER: 17PR0139
ADDRESS: 11611 ROBIOUS ROAD
LATEST PLAN DATE: 12/9/16
DEPT. REC'D. DATE: 1/27/16
SUBMITTAL NUMBER: 4TH R
REVIEW DATE: 1/27/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : LAURELS OF WILLOW CREEK
ADDRESS : 11611 ROBIOUS ROAD
SITE PLAN NO. : 17PR0139
LATEST PLAN DATE : SEPTEMBER 20, 2016
DEPT. REC'D DATE : SEPTEMBER 26, 2016
SUBMITTAL NUMBER : 1
REVIEW DATE : OCTOBER 07, 2016
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : NO
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL
FEATURES INCLUDING BUT NOT LIMITED TO WETLANDS,
SURFACE WATERS (E.G. VSMP PERMIT FOR CONSTRUCTION
SITES, GROUND WATER AND AIR QUALITY) FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. PROVIDE THE FOLLOWING INFORMATION ON THE COVER SHEET:
A. TOTAL ON-SITE IMPERVIOUS COVER IN SQUARE FEET (NOT
INCLUDING VDOT RIGHTS-OF-WAY).
04. 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)
05. A DETAIL MUST BE SHOWN ON THE PLANS FOR INLET SHAPING
STD. IS-1. IF INLET SHAPING CANNOT BE ACCOMPLISHED
WITHIN THE STANDARD STRUCTURE, THEN DETAILS MUST BE
PROVIDED FOR THE MODIFICATIONS NECESSARY TO THE
STRUCTURE TO ACCOMPLISH INLET SHAPING. (CL-G&D 19)
06. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21)
07. APPROVAL OF THE SITE PLAN BY THE PRIVATE UTILITY
COMPANY IN RELATION TO ITS EASEMENT AND FACILITIES
THEREIN MUST BE PROVIDED PRIOR TO SITE PLAN APPROVAL.
08. A MINIMUM 10' BREAK MUST BE PROVIDED IN THE LOW AREA O
THE SILT FENCE . THE BREAK MUST BE BACKFILLED WITH
STONE TO WITHIN 1' OF THE TOP OF THE SILT FENCE TO
SERVE AS AN OVERFLOW. A DETAIL MUST BE SHOWN.
(CL-EC 16)
09. THE DETAIL SHOWN FOR GRATE INLET PROTECTION MUST BE
CHANGED TO THE ONE SHOWN ON PLATE 3.07-3 OF STANDARD
AND SPECIFICATION # 3.07. (CL-EC 35)
10. PRIOR TO PLAN APPROVAL, DOCUMENTATION OF THE OWNER'S
ACQUISITION OF THE NONPOINT NUTRIENT OFFSETS MUST BE
PROVIDED IN A CERTIFICATION FROM THE OFFSET BROKER
DOCUMENTING THE NUMBER OF PHOSPHOROUS NONPOINT NUTRIEN
OFFSETS ACQUIRED AND THE ASSOCIATED RATIO OF NITROGEN
NONPOINT NUTRIENT OFFSETS AT THE OFFSET GENERATING
FACILITY.
11. NOTE THAT THE NONPOINT NUTRIENT OFFSETS USED FOR WATER
QUALITY COMPLIANCE MUST BE GENERATED IN THE SAME OR
ADJACENT EIGHT DIGIT HYDROLOGIC UNIT CODE AS DEFINED B
THE UNITED STATES GEOLOGICAL SURVEY AS THE SITE.
NONPOINT NUTRIENT OFFSETS OUTSIDE THE SAME OR ADJACENT
EIGHT DIGIT HYDROLOGIC UNIT CODE MAY ONLY BE USED IF I
IS DETERMINED THAT NO NONPOINT NUTRIENT OFFSETS ARE
AVAILABLE WITHIN THE SAME OR ADJACENT EIGHT DIGIT
HYDROLOGIC UNIT CODE. IN SUCH CASES, THE NONPOINT
NUTRIENT OFFSETS MUST BE GENERATED WITHIN THE SAME
TRIBUTARY. PROVIDE A HYDROLOGIC UNIT MAP SHOWING THE
LOCATION OF THE PROJECT AND THE OFFSET GENERATING
FACILITY.
12. THE CBPA COMPLIANCE NOTE MUST SPECIFY THE NUMBER OF
PHOSPHOROUS NONPOINT NUTRIENT OFFSETS ACQUIRED
AND THE NAME OF THE OFFSET GENERATING FACILITY.
13. ON THE COVER SHEET, THE LAND DISTURBANCE IN NOTE 6 DOE
NOT MATCH THE AREA IN NOTE 21. VERIFY DISTURBANCE
AMOUNT.
14. SHEET C03 & C3.1:
A) PROVIDE TEMPORARY SEEDING FOR STOCKPILE
B) PROVIDE INLET PROTECTION FOR EX. 31
C) ON ALL APPLICABLE SHEETS, SHOW CONTOURS AND
PLANIMETRICS FOR SITE OUTSIDE OF THE LIMITS OF
DISTURBANCE.
D) PROVIDE SILT FENCE FOR PROPOSED SANITARY LINE.
F) PROVIDE SAFETY FENCE AROUND CONSTRUCTION SITES.
E) ON C3.01, THERE APPEARS TO BE CALL OUTS FOR ROOF
DRAINS THAT POINT TO THE EXISTING GROUND. CLARIFY
CALL OUTS.
15. ON SHEETS C04 AND C04.1, IT IS SUGGESTED TO PROVIDE
SIDEWALK FROM THE EASTERN SITE TO THE EXISTING BUILDIN
TO REPLACE THE WORN DIRT/GRAVEL WALKING PATH.
16. ON SHEET C04.1, CORRECT THE SHEET REFERENCE FOR THE
LIGHT DUTY PAVEMENT.
17. C06 & C06.1:
A) SHOW THE PROPOSED SANITARY SEWER.
B) LABEL PROPOSED CONTOURS.
C) ON THE WESTERN PARKING LOT CLARIFY THE 345 AND 346
TIE-IN TO THE NORTH.
D) CLARIFY THE NEED FOR THE 349 GRADING TO THE SOUTH O
THE WESTERN PARKING LOT.
E) IT APPEARS THE GRADING TO THE SOUTH OF THE WESTERN
PARKING LOT IS STEEPER THAN THE 2:1 INDICATED ON TH
PLANS.
F) CURVED PIPES WILL NOT BE APPROVED. PROVIDE
CLEANOUTS IN LIEU OF BENDS.
G) PROVIDE CURB ELEVATIONS/ SPOT SHOTS FOR THE SIDEWAL
TO THE EAST ALONG THE BUILDING.
H) SUGGEST CONNECTING THE ROOF DRAIN SYSTEM FOR THE
SOUTH EAST PART OF THE BUILDING ON THE EASTERN SITE
INTO PIPE 47 INSTEAD OF AT THE INLET.
18. SHEET C07:
A) IN THE 'A' SEWER PROFILES, PROVIDE AT LEAST 18" OF
SEPARATION BETWEEN STORM SEWER AND THE SANITARY
LINE.
B) SHOW UTILITY CROSSINGS IN THE 'B' SEWER PROFILES.
19. SHEET C08:
A) DELINEATE THE SITE AREA ON THE PLAN THAT CORRESPOND
WITH THE AREAS USED IN THE VRRM SPREADSHEET.
B) AREAS OUTSIDE OF BUFFERS AND RPA LISTED AS
FORESTED/OPEN SPACE AND USED IN THE VRRM SPREADSHEE
WILL REQUIRE AN EASEMENT WITH ACCESS.
C) SOILS COMPOSED OF A COMPLEX OF HYDROLOGIC SOIL
GROUPS SHOULD BE CONSIDERED AS THE MOST RUNOFF
PRODUCING OF THE TWO SOILS. I.E. A B/D SOIL SHOULD
BE USED AS A D SOIL IN THE VRRM SPREADSHEETS.
D) INSTEAD OF ADJUSTING THE LINE WEIGHTS BETWEEN FOR
THE HATCHING BETWEEN THE TWO SOIL GROUPS, USE
DIFFERENT HATCHINGS. THE LINEWEIGHT VARIATIONS MAY
NOT BE PICKED UP BY DEPARTMENT SCANNERS FOR RECORD
KEEPING PURPOSES.
20. SHEET C09:
A) THE C-VALUES FOR DRAINAGE AREAS 33A, 31B, AND 31
APPEAR HIGHER THAN NEEDED.
B) CLARIFY IF STRUCTURE EX. 11 IS AN INLET OR MANHOLE.
IT APPEARS AS A MANHOLE IN PLAN VIEW BUT IS LISTED
AS INLET IN TABULAR FORM.
C) SHOW FULL EXTENT OF DRAINAGE AREAS.
D) SHOW AND LABEL TIMES-OF-CONCENTRATION OVER FIVE
MINUTES. PROVIDE SUPPORTING CALCULATIONS.
21. SHEET C09.1:
A) IN THE OUTFALL TABLE, PROVIDE VALUES FOR THE 1-, 2-
AND 10-YEAR EVENTS.
B) CORRECT THE NAME FOR LYNRU. IT SHOULD BE MURRAY
HILL DRIVE.
C) VERIFY CONTOUR AND DRAINAGE AREA INFORMATION. THE
DRAINAGE AREAS APPEAR TO BE CROSSING CREEKS AND
DITCHES. IT SHOULD ALSO BE UPDATED TO THE MOST
RECENT GIS AND FIELD RUN CONTOURS.
D) PROVIDE MORE INFORMATION ON THE OFFSITE CONTOURS AN
DRAINAGE AREAS. THE INSET FOR THE 35 ACRES WILL NO
SUFFICE.
F) FLOODPLAIN SHOWN DOES NOT MATCH WHAT IS SHOWN ON TH
SUBDIVISION PLAT. VERIFY FLOODPLAIN.
22. ON SHEET C10.1, CLARIFY HOW THE CONSTRUCTION ENTRANCE
IS TO REMAIN FUNCTIONAL DURING THE INSTALLATION OF
STRUCTURES 39-41.
23. ON SHEET C12, PROVIDE AN ESC PROJECT NARRATIVE.
24. ON SHEET C13, CORRECT REFERENCES FOR HENRICO COUNTY TO
CHESTERFIELD COUNTY. SUGGEST UPDATING CHESTERFIELD
COUNTY P2 PLAN TEMPLATE TO PREVENT FUTURE COMMENTS.
25. CALCULATIONS:
A) THE CHANNEL PROTECTION CALCULATIONS APPEAR TO
TERMINATE AT THE OUTFALL OF THE PIPE, USING THE PIP
OUTFALL AS THE LIMITS OF ANALYSIS. THE CONTRIBUTIN
DRAINAGE AREA TO THAT POINT IS DETERMINED USING THE
100-YEAR FLOODPLAIN. THE CHANNEL PROTECTION
TECHNICAL CRITERIA IS BASED ON THE CONTRIBUTING
DRAINAGE AREA TO THE OUTFALL. PROVIDE CALCULATIONS
SHOWING THE 2-YEAR BACKWATER, UNDER EXISTING
CONDITIONS, FOR THE DOWNSTREAM CULVERT HAS A
BACKWATER THAT IMPACTS THIS AREA OR PROVIDE
ADDITIONAL CHANNEL PROTECTION COMPLIANCE
CALCULATIONS AS REQUIRED.
B) THE DRAINAGE AREA SUMMARY FOR THE LIMITS OF ANALYSI
IS BASED ON DATA WITH ROUNDED INACCURACIES. PROVID
MORE COMPLETE QUANTIFICATION OF THE CONTRIBUTING
DRAINAGE AREAS TO THE OUTFALL POINT TO VERIFY THE
LIMITS OF ANALYSIS FOR CHANNEL AND FLOOD PROTECTION
CRITERIA.
C) THE AREA IN THE VRRM SPREADSHEET EXCEEDS THE LIMITS
OF DISTURBANCE. THIS IS ACCEPTABLE FOR WATER
QUALITY IF IT IS INCLUDING THE CONSERVATION OF
FORESTED/OPEN SPACE. VERIFY THE LIMITS OF THE SITE
AREA AND CLARIFY WHERE THE ADDITIONAL SITE AREA
OUTSIDE THE LIMITS OF DISTURBANCE IS LOCATED.
D) THE N-VALUE FOR PLASTIC PIPE SHOULD BE 0.011.
E) CLARIFY THE NEAR DOUBLING OF THE TIME-OF-
CONCENTRATION BETWEEN 4A AND 5.
F) ENSURE THE WORST CASE OUTLET WATER SURFACE ELEVATIO
FOR THE UPSTREAM STRUCTURE IS USED AS THE INLET
WATER SURFACE ELEVATION ON THE DOWNSTREAM STRUCTURE
G) STRUCTURE 37A DOES NOT APPEAR TO BE ON THE PLANS.
H) USE THE REDEVELOPMENT VRRM SPREADSHEET FOR THE
PROJECT.
26. 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.
27. PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY
OWNER(S) ALLOWING FOR GRADING ON THE PROPERTY AS
PROPOSED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT.
28. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
29. 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.
30. 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.
31. 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. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $2700
C. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
D. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : LAURELS OF WILLOW CREEK
ADDRESS : 11611 ROBIOUS ROAD
SITE PLAN NO. : 17PR0139
LATEST PLAN DATE : OCTOBER 26, 2016
DEPT. REC'D DATE : NOVEMBER 04, 2016
SUBMITTAL NUMBER : 2
REVIEW DATE : NOVEMBER 28, 2016
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : NO
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL
FEATURES INCLUDING BUT NOT LIMITED TO WETLANDS,
SURFACE WATERS (E.G. VSMP PERMIT FOR CONSTRUCTION
SITES, GROUND WATER AND AIR QUALITY) FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. 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)
04. PRIOR TO PLAN APPROVAL, DOCUMENTATION OF THE OWNER'S
ACQUISITION OF THE NONPOINT NUTRIENT OFFSETS MUST BE
PROVIDED IN A CERTIFICATION FROM THE OFFSET BROKER
DOCUMENTING THE NUMBER OF PHOSPHOROUS NONPOINT NUTRIEN
OFFSETS ACQUIRED AND THE ASSOCIATED RATIO OF NITROGEN
NONPOINT NUTRIENT OFFSETS AT THE OFFSET GENERATING
FACILITY.
05. NOTE THAT THE NONPOINT NUTRIENT OFFSETS USED FOR WATER
QUALITY COMPLIANCE MUST BE GENERATED IN THE SAME OR
ADJACENT EIGHT DIGIT HYDROLOGIC UNIT CODE AS DEFINED B
THE UNITED STATES GEOLOGICAL SURVEY AS THE SITE.
NONPOINT NUTRIENT OFFSETS OUTSIDE THE SAME OR ADJACENT
EIGHT DIGIT HYDROLOGIC UNIT CODE MAY ONLY BE USED IF I
IS DETERMINED THAT NO NONPOINT NUTRIENT OFFSETS ARE
AVAILABLE WITHIN THE SAME OR ADJACENT EIGHT DIGIT
HYDROLOGIC UNIT CODE. IN SUCH CASES, THE NONPOINT
NUTRIENT OFFSETS MUST BE GENERATED WITHIN THE SAME
TRIBUTARY. PROVIDE A HYDROLOGIC UNIT MAP SHOWING THE
LOCATION OF THE PROJECT AND THE OFFSET GENERATING
FACILITY.
06. SHEET C03 & C3.1:
A) LABEL THE GIS CONTOURS USED FOR OFFSITE CONTOURS.
B) THE SILT FENCE FOR THE SANITARY SEWER APPEARS TO BE
PLACED ON THE UPHILL SIDE INSTEAD OF THE DOWNHILL
SIDE.
07. C06 & C06.1:
A) CLARIFY THAT STRUCTURE 33A WILL REQUIRE A PRECAST T
IF INLET SHAPING IS USED.
B) 12" PIPE IS ONLY ALLOWED FOR THE FIRST 50' OF STORM
SEWER. PIPES AFTER STRUCTURE 45 WILL NEED TO BE AT
LEAST 15".
08. SHEET C07:
A) IN THE STORM SEWER PROFILE FOR SITE B, THE PIPE
MATERIALS DO NOT MATCH THE SCHEDULE ON THE PREVIOUS
SHEET. IN ADDITION, THE SIZE FOR PIPE 49 DOESN'T
MATCH THE PREVIOUS SHEET.
09. SHEET C08:
A) PROVIDE VSMP OPEN SPACE EASEMENTS FOR AREAS ALONG
THE RAILROAD PROPERTY LINE CONSIDERED AS OPEN SPACE
10. THERE ARE TWO SHEET C09.1 WITH DIFFERENT INFORMATION.
ADJUST SHEET NUMBERING.
11. SHEETS C09.1:
A) THE SCALE FOR THE OFFSITE DRAINAGE AREA APPEARS TO
BE 1"=500'. VERIFY SCALE.
B) LABEL THE CONTOURS IN THE OFFSITE DRAINAGE AREA.
C) THE 18 MINUTE TIME OF CONCENTRATION FOR THE
CONTRIBUTING OFFSITE DRAINAGE AREA APPEARS TO BE TO
QUICK FOR THE 137 ACRE DRAINAGE AREA. VERIFY TIMES
OF-CONCENTRATION.
D) THE SITE AREA LISTED IN THE OUTFALL POINTS AND
DISCHARGE LIMITS IS OVER 5 ACRES. THE SITE AREA
SHOULD BE THE LIMITS OF DISTURBANCE. IF THE SITE
AREA IS LISTED AS OVER 5 ACRES THEN THE LIMITS OF
ANALYSIS WILL NEED TO BE LARGE ENOUGH THAT THE SITE
AREA IS 1%.
E) USE A C-VALUE OF 0.80 FOR COMMERCIAL AREA IN
ACCORDANCE WITH VDOT DRAINAGE MANUAL.
F) PROVIDE 2-YEAR CULVERT CALCULATION FOR CULVERT UNDE
RAILROAD.
G) INCLUDE THE DRAINAGE FROM THE SANITARY SEWER LINE
INSTALLATION IN THE STORMWATER OUTFALL TABLE. IT
CAN BE INCLUDED IN THE OUTFALL 1 DRAINAGE AREA.
H) PROVIDE EXISTING FLOW DATA IN THE OUTFALL TABLE.
I) INCLUDE THE TMDLS IN THE OUTFALL TABLE.
12. ON SHEET C12, PROVIDE DETAIL FOR SILT FENCE OUTLET.
13. ON SHEET C13, CLARIFY THE DEPARTMENT MEANT BY
"CHESTERFIELD COUNTY PUBLIC WORKS". CHESTERFIELD DOES
NOT HAVE A PUBLIC WORKS DEPARTMENT.
14. 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.
15. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
16. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A COPY
OF THE AUTOCAD FILE MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE AUTOCAD
FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD VERSIO
2009 OR EARLIER AND REFERENCED DIRECTLY TO THE VIRGINI
STATE PLANE COORDINATE SYSTEM, SOUTH ZONE IN THE NAD83
DATUM. THE AUTOCAD FILE MAY BE SUBMITTED ON A CD, DVD
OR VIA EMAIL AND MUST BE CLEARLY LABELED WITH THE SITE
PLAN NAME, SITE PLAN NUMBER, ENGINEERING FIRM AND CAD
FILE PREPARER'S NAME AND PHONE NUMBER. THE FILE MUST
CONTAIN THE FOLLOWING, EACH CLEARLY LABELED IN SEPARAT
LAYERS:
A. PROPOSED BUILDING FOOTPRINT;
B. PARKING LOTS AND DRIVEWAYS;
C. ROADS;
D. SIDEWALKS;
E. ALL JURISDICTIONAL WETLAND AREAS AND/OR WATERS OF THE
U.S./STATE; AND
F. FLOODPLAINS.
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
17. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND SUBSTANTIAL OR FULL SITE PLAN APPROVAL IS REQUIRED
PRIOR TO ITS ISSUANCE. A LAND DISTURBANCE PERMIT IS
A PREREQUISITE TO A BUILDING PERMIT.
18. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $2700
C. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
D. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : LAURELS OF WILLOW CREEK
ADDRESS : 11611 ROBIOUS ROAD
SITE PLAN NO. : 17PR0139
LATEST PLAN DATE : DECEMBER 09, 2016
DEPT. REC'D DATE : DECEMBER 27, 2016
SUBMITTAL NUMBER : 3
REVIEW DATE : JANUARY 11, 2016
RECOMMENDATION : APPROVED WITH COMMENT
TABLE REVISION : YES
PLAT PROCESSING : YES
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL
FEATURES INCLUDING BUT NOT LIMITED TO WETLANDS,
SURFACE WATERS (E.G. VSMP PERMIT FOR CONSTRUCTION
SITES, GROUND WATER AND AIR QUALITY) FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
04. PRIOR TO LAND DISTURBANCE PERMIT, DOCUMENTATION OF THE
OWNER'S ACQUISITION OF THE NONPOINT NUTRIENT OFFSETS
MUST BE PROVIDED IN A CERTIFICATION FROM THE OFFSET
BROKER DOCUMENTING THE NUMBER OF PHOSPHOROUS NONPOINT
NUTRIENT OFFSETS ACQUIRED AND THE ASSOCIATED RATIO OF
NITROGEN NONPOINT NUTRIENT OFFSETS AT THE OFFSET
GENERATING FACILITY.
05. NOTE THAT THE NONPOINT NUTRIENT OFFSETS USED FOR WATER
QUALITY COMPLIANCE MUST BE GENERATED IN THE SAME OR
ADJACENT EIGHT DIGIT HYDROLOGIC UNIT CODE AS DEFINED B
THE UNITED STATES GEOLOGICAL SURVEY AS THE SITE.
NONPOINT NUTRIENT OFFSETS OUTSIDE THE SAME OR ADJACENT
EIGHT DIGIT HYDROLOGIC UNIT CODE MAY ONLY BE USED IF I
IS DETERMINED THAT NO NONPOINT NUTRIENT OFFSETS ARE
AVAILABLE WITHIN THE SAME OR ADJACENT EIGHT DIGIT
HYDROLOGIC UNIT CODE. IN SUCH CASES, THE NONPOINT
NUTRIENT OFFSETS MUST BE GENERATED WITHIN THE SAME
TRIBUTARY. PROVIDE A HYDROLOGIC UNIT MAP SHOWING THE
LOCATION OF THE PROJECT AND THE OFFSET GENERATING
FACILITY.
06. IN THE FOUR SETS SUBMITTED TO ENVIRONMENTAL ENGINEERIN
FOR CONSTRUCTION, CORRECT THE I-VALUE ON SHEET C09.1 A
WAS DISCUSSED IN EMAILS ON JANUARY 03, 2017.
07. 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.
08. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
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. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $2700
C. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
D. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================

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