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Subdivision Review Comments
All Subdivision Review Comments for Case # 15CP0117




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

For Tentative Subdivision resubmittals:

1. Please note that submittal fees include the original submittal and two (2) additional reviews.

2. A letter of transmittal is required to accompany each submittal.

3. Please verify that Environmental Engineering, Fire, CDOT, VDOT, and Planning have reviewed the submittal before resubmitting. A resubmittal tendered, prior to receiving all the required departments’ review, will be counted as an additional submittal. Go to Case Selection Form or Go to Project List


 
CASE NO: 15CP0117 STATUS: PENDING APPROVAL
PROJECT NAME: HALLSLEY SEC 24 - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: CONSTRUCTION PLAN
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 04 11/03/17 11/28/17 ******** 07/26/17 MCJ 751-2335
FIRE DEPT.--: 04 11/03/17 11/28/17 AMENDED* 11/16/17 JKL 748-1489
PLANNING----: 04 11/03/17 11/28/17 ******** 07/20/17 SCP 751-4321
TRANSPORT.--: 04 11/03/17 11/28/17 ******** 06/26/17 SES 751-4912
UTIL.PLAN.--: 04 11/03/17 11/28/17 ******** ********
UTILITIES---: 04 11/03/17 11/28/17 AMENDED* 11/13/17 A B 768-7450
UTIL.R.O.W.-: 04 11/03/17 11/28/17 ******** ********
VDOT--------: 04 11/03/17 11/28/17 ******** ********
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1343
PLAN NAME: HALLSLEY, SECTION 24
PLAN NUMBER: 15CP0117
ORIGINAL PLAN DATE: 6/10/15
REVIEW DATE: 7/8/15
LATEST SUBMISSION DATE: 6/30/15
SUBMITTAL NUMBER: 1
STATUS: REVISIONS REQUIRED
TABLE REVIEW: NO
IN REGARD TO YOUR SUBMITTAL OF UTILITIES PLANS FOR THE
ABOVE REFERENCED PROJECT DATED JUNE 20, 2015, WE MAKE
THE FOLLOWING COMMENTS AND RECOMMENDATIONS:
1. A COPY OF VIRGINIA DEPARTMENT OF TRANSPORTATION'S
APPROVAL LETTER REGARDING PAVEMENT REPLACEMENT, METHOD
OF CROSSING, AND ALIGNMENT OF UTILITY WITH STATE RIGHT
OF WAY, AND A COPY OF ENVIRONMENTAL ENGINEERING'S
INITIAL REVIEW LETTER MUST BE SUBMITTED BEFORE REVISED
PLANS ARE SUBMITTED FOR RE-REVIEW.
2. PRIOR TO RELEASING TO THE CONSTRUCTION SECTION, A
COPY OF THE ENVIRONMENTAL ENGINEERING APPROVAL LETTER
AND/OR ALL OTHER APPLICABLE LOCAL STATE AND FEDERAL
AGENCIES' APPROVAL LETTERS MUST BE RECEIVED BY THIS
DEPARTMENT. IN ADDITION, ALL EASEMENTS NOT INCLUDED
WITH THE SUBDIVISION PLAT MUST BE DEDICATED WITH A
SEPARATE PLAT AND AGREEMENT TO THE COUNTY PRIOR TO
RELEASING THE PROJECT TO THE CONSTRUCTION SECTION.
3. SHOW THE COUNTY PROJECT NUMBER 15-0196 ON THE LOWER
RIGHT HAND CORNER OF EACH SHEET.
4. NOTE THE CONDITION DESCRIBED IN ITEM #22 UNDER
"STANDARD NOTES" ON EACH APPLICABLE LOT IN THE PLAN
VIEW.
5. SPECIFY EACH WATER SERVICE ? 60 L.F. AS 1"
DIAMETER. NOTE THIS CONDITION ON EACH APPLICABLE LOT IN
THE PLAN VIEWS.
6. PLEASE BE ADVISED THAT THE PLANS FOR THIS PROJECT
WILL NOT BE RELEASED TO THE CONSTRUCTION SECTION UNTIL
SUCH TIME THAT "HALLSEY OFFSITE SEWER", COUNTY PROJECT
#14-0202 IS UNDER CONTRACT. IN ADDITION, TAKE ALL STEPS
NECESSARY TO PROVIDE COMPLETE AGREEMENT BETWEEN THESE
TWO (2) SETS OF PLANS.
7. THOROUGHLY EXAMINE ALL SHEETS TO CORRECT ALL
EXTRANEOUS MARKINGS, OVERLAPPING TEXT, ILLEGIBLE TEXT
AND DRAWING FEATURES, ETC. IN ORDER TO FACILITATE A
CLEAN DRAWING WITH ALL TEXT AND DRAWING FEATURES
COMPLETELY LEGIBLE AND ABUNDANTLY VISIBLE.
18. REVISE THE "MATERIALS LIST" AS NECESSARY.
PLEASE MAKE ALL OF THE SUGGESTED CHANGES AND SUBMIT
TWO (2) SETS OF REVISED PLANS.
THE OWNER MUST ENTER INTO A COUNTY CONTRACT PRIOR TO THE
START OF CONSTRUCTION. PLEASE SEND ME A COPY OF THE
"ACCEPTED" BID PROPOSAL BETWEEN THE DEVELOPER AND THE
CONTRACTOR SO WE MAY PREPARE THE COUNTY CONTRACT. THE
BID PROPOSAL MUST BE BASED ON THE LATEST REVISED
UTILITIES PLANS REFLECTING THE REVIEWER'S STAMP, AND ALL
WORK MUST BE PERFORMED BY AN ACCEPTABLE UTILITIES
CONTRACTOR. IF PLANS ARE REVISED AFTER CONTRACT
PREPARATION DUE TO A CHANGE BECAUSE OF VIRGINIA
DEPARTMENT OF TRANSPORTATION'S AND/OR ENVIRONMENTAL
ENGINEERING DEPARTMENT'S APPROVAL OF THE ROAD, DRAINAGE,
AND EROSION CONTROL DESIGN OR BECAUSE OF STATE AGENCIES'
REVIEW AND APPROVAL OF THE UTILITIES DESIGN, A REVISED
BID PROPOSAL MAY BE NECESSARY TO ACCURATELY REFLECT THE
LATEST UTILITIES DESIGN AND A NEW CONTRACT PREPARATION
MAY BE NECESSARY AND EXECUTED PRIOR TO THE START OF
CONSTRUCTION.
IF YOU HAVE ANY QUESTIONS, DO NOT HESITATE TO CONTACT ME
AT 748-1343.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1343
PLAN NAME: HALLSLEY, SECTION 24
PLAN NUMBER: 15CP0117
ORIGINAL PLAN DATE: 6/10/15
REVIEW DATE: 1/7/16
LATEST SUBMISSION DATE: 12/29/15
SUBMITTAL NUMBER: 2
STATUS: APPROVED
TABLE REVIEW: NO
IN REGARD TO YOUR RECENT SUBMITTAL OF THE REVISED
UTILITIES PLANS ON THE ABOVE REFERENCED PROJECT DATED
JUNE 10, 2015, WITH THE LAST REVISION DATED DECEMBER 22,
2015, THIS IS TO INFORM YOU THAT THE PLANS HAVE BEEN
REVIEWED BY THE UTILITIES DEPARTMENT WITH NO EXCEPTIONS
TAKEN. THIS REVIEW IS EFFECTIVE UNTIL JANUARY 7, 2021.
PLEASE BE ADVISED THAT THE PLANS FOR THIS PROJECT WILL NOT
BE RELEASED TO THE CONSTRUCTION SECTION UNTIL SUCH TIME
THAT "HALLSLEY OFFSITE SEWER", COUNTY PROJECT NUMBER 14-
0202 IS UNDER CONTRACT. IN ADDITION, TAKE ALL STEPS
NECESSARY TO PROVIDE COMPLETE AGREEMENT BETWEEN THESE TWO
(2) SETS OF PLANS.
PLEASE FORWARD TWO (2) ADDITIONAL SETS OF PLANS ONCE
ALL APPROVALS HAVE BEEN OBTAINED. IF, AFTER ALL OTHER
REVIEWS/APPROVALS HAVE BEEN MADE, THE UTILITY PLANS
REFLECT A LATER REVISION DATE THAN THE LAST REVISION NOTED
ABOVE, PLEASE SUBMIT TWO (2) NEW SETS OF UTILITY PLANS FOR
FURTHER REVIEW AND APPROVAL.
YOUR COOPERATION IS GREATLY APPRECIATED. PLEASE CALL ME
AT 748-1343 IF YOU HAVE ANY FURTHER QUESTIONS REGARDING
THIS MATTER.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANDREW BARNES / 804-768-7450
NAME OF PLAN : HALLSLEY, SECTION 24
ADDRESS : SAVILLE CHASE ROAD
SUBMISSION DATE : 03/20/17
PLAN DATED : 03/16/17
REVIEW DATE : 04/07/17
SITE PLAN NO. : 15CP0117
COMMENTS : 3RD REVIEW- APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
THE PLANS FOR HALLSLEY SECTION 24 WITH THE LATEST
REVISION DATE OF MARCH 16, 2017 ARE APPROVED. THIS
REVIEW IS EFFECTIVE UNTIL APRIL 10, 2022. ONCE ALL OTHER
DEPARTMENTS HAVE APPROVED THE PLANS, PLEASE SUBMIT 3
ADDITIONAL SETS (4 TOTAL) DIRECTLY TO THE UTILITIES
DEPARTMENT FOR USE DURING CONSTRUCTION.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANDREW BARNES / 804-768-7450
NAME OF PLAN : HALLSLEY, SECTION 24
ADDRESS : SAVILLE CHASE ROAD
SUBMISSION DATE : 06/05/17
PLAN DATED : 06/02/17
REVIEW DATE : 06/21/17
SITE PLAN NO. : 15CP0117
COMMENTS : 4TH REVIEW- APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
THE PLANS FOR HALLSLEY SECTION 24 WITH THE LATEST
REVISION DATE OF JUNE 2, 2017 ARE APPROVED. THIS
REVIEW IS EFFECTIVE UNTIL JUNE 21, 2022. ONCE ALL OTHER
DEPARTMENTS HAVE APPROVED THE PLANS, PLEASE SUBMIT 3
ADDITIONAL SETS (4 TOTAL) DIRECTLY TO THE UTILITIES
DEPARTMENT FOR USE DURING CONSTRUCTION.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANDREW BARNES / 804-768-7450
NAME OF PLAN : HALLSLEY, SECTION 24
ADDRESS : SAVILLE CHASE ROAD
SUBMISSION DATE : 07/20/17
PLAN DATED : 07/20/17
REVIEW DATE : 07/20/17
SITE PLAN NO. : 15CP0117
COMMENTS : 5TH REVIEW- APPROVED
TABLE REVIEW : N/A
PLAT PROCESS :
THE PLANS FOR HALLSLEY SECTION 24 WITH THE LATEST
REVISION DATE OF JULY 20, 2017 ARE APPROVED. THIS
REVIEW IS EFFECTIVE UNTIL JULY 20, 2022.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON / 804-748-1338
NAME OF PLAN : HALLSLEY, SECTION 24
PLAN NUMBER : 15CP0117
ORIG PLAN DATE : 06/10/15
REVIEW DATE : 11/09/17
LATEST SUBMISSION DATE: 11/3/17
SITE PLAN NO. : 15CP0117
SUBMITTAL NUMBER : 6
COMMENTS : 6TH REVIEW- APPROVED
TABLE REVIEW : YES
THE PLANS FOR HALLSLEY SECTION 24 DATED JUNE 10, 2015 WITH A
MOST RECENT REVISION DATE OF OCTOBER 31, 2017 ARE APPROVED.
PLEASE SUBMIT THREE ADDITIONAL SETS OF PLANS FOR USE DURING
CONSTRUCTION.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: HALLSLEY, SEC 24
CASE NUMBER: 15CP0117
LATEST PLAN DATE: 06/10/15
DEPT. REC'D. DATE: 07/01/15
SUBMITTAL NUMBER: ONE
REVIEW DATE: 07/14/15
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: HALLSLEY, SEC 24
CASE NUMBER: 15CP0117
LATEST PLAN DATE: 12/22/15
DEPT. REC'D. DATE: 12/30/15
SUBMITTAL NUMBER: TWO
REVIEW DATE: 01/14/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: HALLSLEY, SEC 24 7
CASE NUMBER: 15CP0117
LATEST PLAN DATE: 03/16/2017
DEPT. REC'D. DATE: 03/22/2017
SUBMITTAL NUMBER: THREE
REVIEW DATE: 03/28/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: HALLSLEY, SEC 24
CASE NUMBER: 15CP0117 7
LATEST PLAN DATE: 06/02/2017
DEPT. REC'D. DATE: 06/07/2017
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 06/26/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
.
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: WHIT KIRTLEY / 706-7691
PLAN NAME: HALLSLEY SEC 24
PLAN NUMBER: 15CP0117
ORIGINAL PLAN DATE: 6/10/15
REVIEW DATE: 7/17/15
LATEST SUBMISSION DATE: 6/25/15
SUBMITTAL NUMBER: 1
STATUS: CORRECTIONS REQUIRED
TABLE REVIEW: NO
1. UPDATE THE CONSTRUCTION CASE # TO
15CP0117.
2. PROVIDE AN AUTOCAD FILE FOR THE
HALLSLEY SECTION 24 CONSTRUCTION PLAN
AREA.
3. THE FRONT YARD SETBACK FOR LOT 4
SHALLBE A MINIMUM OF 20 FEET FROM THE
TEMPORARY TURNAROUND EASEMENT.
NOTES
ANY CHANGE IN THE CURRENT PLAN, WHETHER IT
STEMS FROM DEPARTMENT COMMENTS OR AN
ENGINEERING CHANGE REQUESTED BY THE
APPLICANT, MAY GENERATEADDITIONAL
COMMENTS FROM THE REVIEWING
DEPARTMENTS, RESULTING IN REQUIRED
REVISIONS.
ANY ROAD AND LOT CONFIGURATIONS OUTSIDE
THE LIMITS OF THE SECTION 24 CONSTRUCTION
AREA. E NOT INCLUDED IN THIS REVIEW
ANY BULK REQUIREMENTS (LOT AREA, LOT WIDTH,
SETBACKS, BUILDING ENVELOPES, ETC.) SHOWN
ON THE APPROVED CONSTRUCTION PLANS WILL
BE SUBJECT TO REVIEW FOR COMPLIANCE AT
TIME OF FINAL CHECK.
------------------------------------------------------------
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: WHIT KIRTLEY / 706-7691
PLAN NAME: HALLSLEY SEC 24
PLAN NUMBER: 15CP0117
ORIGINAL PLAN DATE: 12/22/15
REVIEW DATE: 1/28/15
LATEST SUBMISSION DATE: 12/23/15
SUBMITTAL NUMBER: 2
STATUS: CORRECTIONS REQUIRED
TABLE REVIEW: YES
1. PROVIDE AN AUTOCAD FILE FOR THE
HALLSLEY SECTION 24 CONSTRUCTION PLAN
AREA.
**************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: STEVE PRUSIK / 751-4321
PLAN NAME: HALLSLEY SECTION 24
PLAN NUMBER: 15CP0117
ORIGINAL PLAN DATE: 06/10/15
REVIEW DATE: 04/05/17
LATEST SUBMISSION DATE: 03/16/17
SUBMITTAL NUMBER: 3
STATUS: APPROVED WITH COMMENTS
TABLE REVIEW: YES
COMMENTS:
1. PROVIDE AN AUTOCAD FILE FOR THE HALLSLEY
SECTION 24 CONSTRUCTION PLAN AREA.
NOTES:
1. ANY CHANGE IN THE CURRENT PLAN, WHETHER IT
STEMS FROM DEPARTMENT COMMENTS OR AN
ENGINEERING CHANGE REQUESTED BY THE
APPLICANT, MAY GENERATE ADDITIONAL COMMENTS
FROM THE REVIEWING DEPARTMENTS, RESULTING IN
REQUIRED REVISIONS.
2. COMPLIANCE WITH SEC. 17-76 MUST BE MAINTAINED
AT ALL TIMES.
3. ANY ROAD AND LOT CONFIGURATIONS OUTSIDE THE
LIMITS OF THE SECTION 24 CONSTRUCTION PLANS ARE
NOT INCLUDED IN THIS REVIEW.
4. ANY BULK REQUIREMENTS (LOT AREA, LOT WIDTH,
SETBACKS, BUILDING ENVELOPES, ETC.) SHOWN ON
THE APPROVED CONSTRUCTION PLANS WILL BE
SUBJECT TO REVIEW FOR COMPLIANCE AT TIME OF
FINAL CHECK.
*************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: STEVE PRUSIK / 751-4321
PLAN NAME: HALLSLEY SECTION 24
PLAN NUMBER: 15CP0117
ORIGINAL PLAN DATE: 06/10/15
REVIEW DATE: 06/15/17
LATEST SUBMISSION DATE: 06/02/17
SUBMITTAL NUMBER: 4
STATUS: APPROVED WITH COMMENTS
TABLE REVIEW: YES
COMMENTS:
1. PROVIDE AN AUTOCAD FILE FOR THE HALLSLEY
SECTION 24 CONSTRUCTION PLAN AREA.
NOTES:
1. ANY CHANGE IN THE CURRENT PLAN, WHETHER IT
STEMS FROM DEPARTMENT COMMENTS OR AN
ENGINEERING CHANGE REQUESTED BY THE
APPLICANT, MAY GENERATE ADDITIONAL COMMENTS
FROM THE REVIEWING DEPARTMENTS, RESULTING IN
REQUIRED REVISIONS.
2. COMPLIANCE WITH SEC. 17-76 MUST BE MAINTAINED
AT ALL TIMES.
3. ANY ROAD AND LOT CONFIGURATIONS OUTSIDE THE
LIMITS OF THE SECTION 24 CONSTRUCTION PLANS ARE
NOT INCLUDED IN THIS REVIEW.
4. ANY BULK REQUIREMENTS (LOT AREA, LOT WIDTH,
SETBACKS, BUILDING ENVELOPES, ETC.) SHOWN ON
THE APPROVED CONSTRUCTION PLANS WILL BE
SUBJECT TO REVIEW FOR COMPLIANCE AT TIME OF
FINAL CHECK.
.
*************************************************
.
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: STEVE PRUSIK / 751-4321
PLAN NAME: HALLSLEY SECTION 24
PLAN NUMBER: 15CP0117
ORIGINAL PLAN DATE: 06/10/15
REVIEW DATE: 07/20/17
LATEST SUBMISSION DATE: 07/20/17
SUBMITTAL NUMBER: 5 - TABLE REVIEW
STATUS: APPROVED WITH COMMENTS
TABLE REVIEW: YES
COMMENTS:
1. PROVIDE AN AUTOCAD FILE FOR THE HALLSLEY
SECTION 24 CONSTRUCTION PLAN AREA.
NOTES:
1. ANY CHANGE IN THE CURRENT PLAN, WHETHER IT
STEMS FROM DEPARTMENT COMMENTS OR AN
ENGINEERING CHANGE REQUESTED BY THE
APPLICANT, MAY GENERATE ADDITIONAL COMMENTS
FROM THE REVIEWING DEPARTMENTS, RESULTING IN
REQUIRED REVISIONS.
2. COMPLIANCE WITH SEC. 17-76 MUST BE MAINTAINED
AT ALL TIMES.
3. ANY ROAD AND LOT CONFIGURATIONS OUTSIDE THE
LIMITS OF THE SECTION 24 CONSTRUCTION PLANS ARE
NOT INCLUDED IN THIS REVIEW.
4. ANY BULK REQUIREMENTS (LOT AREA, LOT WIDTH,
SETBACKS, BUILDING ENVELOPES, ETC.) SHOWN ON
THE APPROVED CONSTRUCTION PLANS WILL BE
SUBJECT TO REVIEW FOR COMPLIANCE AT TIME OF
FINAL CHECK.
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HALLSLEY SECTION 24
PLAN NUMBER:15CP0117
LATEST REVISION DATE: 6/10/15
REVIEW DATE: 6/29/15
LATEST SUBMISSION DATE: 6/29/15
SUBMITTAL NUMBER: 1ST REVIEW
STATUS: NOT APPROVED
TABLE REVIEW: YES
PLACE A NOTE ON THE PLAN INDICATING, "NO BUILDING PERMIT
WILL BE RELEASED FOR LOTS 2 AND 5 ON SAVILLE CHASE PLACE
UNTIL THE TEMPORARY TURN AROUND IS BUILT OR THE ROAD IS
EXTENDED."
PROVIDE A COMPUTER GENERATED WATER FLOW TEST DATA,
ALONG WITH THE NODE MAP THAT IS PROVIDED BY THE
CHESTERFIELD COUNTY UTILITIES DEPARTMENT, VERIFYING
THE REQUIRED WATER FLOW FOR FIRE PROTECTION IS AVAILABLE
AT THE SITE THE WATER FLOW TEST RESULTS AND GRAPH SHALL
BE SHOWN ON THE SUBMITTED PLAN. IFC 2012, SECTION B105.1
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HALLSLEY SECTION 24
PLAN NUMBER:15CP0117
LATEST REVISION DATE: 12/22/15
REVIEW DATE: 1/8/16
LATEST SUBMISSION DATE: 12/30/15
SUBMITTAL NUMBER: 1ST REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HALLSLEY SECTION 24
PLAN NUMBER:15CP0117
LATEST REVISION DATE: 3/16/17
REVIEW DATE: 4/5/17
LATEST SUBMISSION DATE: 3/22/17
SUBMITTAL NUMBER: 2ND REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HALLSLEY SECTION 24
PLAN NUMBER:15CP0117
LATEST REVISION DATE: 6/2/17
REVIEW DATE: 6/15/17
LATEST SUBMISSION DATE: 6/12/17
SUBMITTAL NUMBER: 3RD REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HALLSLEY SECTION 24
PLAN NUMBER:15CP0117
LATEST REVISION DATE: 7/20/17
SUBMITTAL NUMBER: 4TH REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HALLSLEY SECTION 24
PLAN NUMBER:15CP0117
LATEST REVISION DATE: 10/31/17
REVIEW DATE: 11/16/17
LATEST SUBMISSION DATE: 11/8/17
SUBMITTAL NUMBER: 5TH REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
============================================================
============================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : MARIA JENKINS / 751-2335
NAME OF PLAN : HALLSLEY SECTION 24
SITE PLAN NO. : 15CP0117
LATEST PLAN DATE : 06/10/15
DEPT. REC'D DATE : 06/29/15
SUBMITTAL NUMBER : 1
REVIEW DATE : 07/17/15
RECOMMENDATION : REVISIONS REQUIRED
TABLE REVISION : NO
PLAT PROCESSING : NO
1. 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.
===================== EROSION CONTROL =====================
1. AN ITEMIZED EROSION CONTROL COST ESTIMATE MUST BE
SUBMITED FOR REVIEW AND/OR APPROVAL.
2. AS A PREREQUISITE TO THE ISSUANCE OF A LAND
DISTURBANCE PERMIT:
A) A COPY OF THE AUTOCAD FILE MUST BE SUBMITTED TO
CAROLE CLIBORNE OF THE ENVIRONMENTAL ENGINEERING. THE
AUTOCAD FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD
VERSION 2009 OR EARLIER AND REFERENCED DIRECTLY TO THE
VIRGINIA 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 SUBDIVISION NAME AND SECTION, SUBDIVISION PLAN
NUMBER, ENGINEERING FIRM AND CAD FILE PREPARER'S NAME
AND PHONE NUMBER. THE FILE MUST CONTAIN THE FOLLOWING,
EACH CLEARLY LABELED IN SEPARATE LAYERS:
I.EDGES OF ROADS TO INCLUDE CURB AND GUTTER; AND
II. EDGES OF SIDEWALKS;
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
B) FLAGGING AROUND USACOE JURISDICTIONAL WETLANDS,
BUFFERS, AND SENSITIVE AREAS MUST BE VISIBLE.
C) DOCUMENTATION FROM THE USACOE/DEQ MUST BE RECEIVED
VERIFYING COMPLIANCE TO WETLAND PERMIT REGULATIONS.
D) A PROCESSED VSMP REGISTRATION AND FEE FORM MUST BE
RECEIVED.
E) A COPY OF VDOT LAND USE PERMIT MUST BE RECEIVED, IF
APPLICABLE.
F) AN EROSION CONTROL BOND MUST BE POSTED.
G) TWO ADDITIONAL SETS OF CONSTRUCTION PLANS TO BE
STAMPED "APPROVED FOR CONSTRUCTION" MUST BE RECEIVED.
3. THESE ARE IN REGARDS TO THE MS-19:
3.1) PLEASE PROVIDE ONE MORE ANALYSIS OF THE MS-19
IMMEDIATELY DOWNSTREAM OF STR. 1 AT THE NATURAL
DRAINAGEWAY/WETLAND AREA. SEE ATTACHMENT FOR
CLARIFICATION. INCLUDE 2-YEAR STORM CALCULATIONS WITH
SCALED X-SECTION AND SHOW/LABEL THE MS-19 SECTION-
LOCATION ON THE PLANS. IN ADDITION, UPDATE THE MS-19
TABLE TO INCLUDE THIS LOCATION.
3.2) SIMILARLY, PLEASE PROVIDE AN ADDITIONAL MS-19
ANALYSIS IMMEDIATELY DOWNSTREAM OF THE TEMPORARY ENERGY
DISSIPATER AT THE EXISTING GROUND TO VERIFY THAT THE
FLOW OUTLET VELOCITY DOES NOT CAUSE EROSION TO BANKS OF
THE NATURAL CHANNEL. SEE ATTACHMENT FOR CLARIFICATION.
SUBMIT 2-YEAR STORM CALCULATIONS WITH SCALED X-SECTION,
SHOW/LABEL THE MS-19 SECTION ON THE PLANS AND UPDATE THE
MS-19 TABLE TO INCLUDE THIS LOCATION.
IN ADDITION, SUBMIT MS-19 VARIANCE SITUATION H REQUEST
LETTER, SINCE IT IS NOT DISCHARGING DIRECTLY INTO THE
CENTERLINE OF AN ADEQUATE CHANNEL FOR APPROVAL AND
DOCUMENTATION.
3.3) SINCE THE EXISTING NATURAL RECEIVING CHANNELS
LOCATED BELOW STRUCTURES 1 & 8 ARE NOT ADEQUATE AND
CONTINUES TO AN OFFSITE PROPERTY, THE MS-19 SHOULD BE
ADDRESSED TO ONE OF THE FOLLOWING CONDITIONS:
A) IT SHOULD DEMONSTRATE THAT THE 2-YEAR STORM
POST-DEVELOPED PEAK RUNOFF FROM THE SITE SHOULD NOT
EXCEED THE 2-YEAR PRE-DEVELOPED PEAK RUNOFF. THIS
ANALYSIS OF THE MS-19 SHOULD BE TAKEN AT THE
NATURAL DRAINAGEWAY/PROPERTY LINE WHERE MS-19 #1
AND #2 ARE LOCATED. OTHERWISE, A COMBINATION OF
CHANNEL IMPROVEMENTS, STORMWATER DETENTION OR OTHER
MEASURES THAT ARE SATISFACTORY TO EE TO PREVENT
DOWNSTREAM EROSION SHOULD BE PROVIDED.
B) OR WRITTEN ACKNOWLEDGEMENT LETTER SIGNED BY THE
OFFSITE PROPERTY OWNER WITH UNDERSTANDING THAT THE
INCREASE OF FLOW DISCHARGES AT THE NATURAL
DRAINAGEWAY(S) BELOW STRUCTURES 1 & 8 WILL NOT
CAUSE EROSION WITHIN THESE DRAINAGEWAYS. IT
SHOULD BE PROVIDED TO THIS OFFICE FOR APPROVAL AND
DOCUMENTATION. A FURTHER DISCUSSION IS RECOMMENDED.
3.3) IT APPEARS A PORTION OF THE INCREMENTAL DRAINAGE
AREAS PERTINENT TO 14.16 ACRES THAT ARE DRAINING TO MS-
19 SECTION-LOCATION #2 HAVE BEEN CUT OFF FROM THE PLAN
VIEW. PLEASE BE SURE TO SHOW/LABEL THE ENTIRE LIMITS OF
DRAINAGE AREAS THAT PERTAIN TO THE 14.16 ACRES WITH
PERTINENT RUNOFF COEFFICIENTS ON THE PLAN VIEW.
3.4) PLEASE BE SURE TO SHOW THE HORIZONTAL/VERTICAL
SCALE PERTINENT TO THE MS-19 #1 AND #2 X-SECTIONS
(SHEET 7), WHICH IS CURRENTLY MISSING ON THE PLANS.
4. WE OFFER, BUT NOT LIMITED, TO THE FOLLOWING COMMENTS:
A) PLEASE REMOVE ITEM 7.C. AND 7.F. UNDER PHASE I
CONSTRUCTION NARRATIVE (SHEET 5) AND INSTEAD INCLUDE
THESE ITEMS (#7.C AND #7.F.) IN THE PHASE II
CONSTRUCTION NARRATIVE (SHEET 6).
B) PLEASE SHOW/LABEL THE CENTERLINE STATIONING AT EVERY
100' ALONG THE PROPOSED ROAD(S) (I.E. SAVILLE CHASE
ROAD, SAVILLE CHASE PL., ETC.) ON SHEET 5.
C) PLEASE PROVIDE A NOTE ON THE PHASE 2 E & S CONTROL
PLANS (SHEET 6) STATING, "ADDITIONAL EC MEASURES MAY BE
REQUIRED BY EE IF WARRANTED BY FIELD CONDITIONS."
D) IT APPEARS THAT THERE IS NO TRAP TO TREAT THE GRADING
ACTIVITY SPECIFIED ON LOTS 2/3 PRIOR TO REACHING THE
NATURAL DRAINAGEWAY/WETLAND AREA. PLEASE ADDRESS.
E) PLEASE PROVIDE SUPER SILT FENCE TO BE LOCATED ALONG
THE TOE OF THE FILL ROAD TEMPLATE ON THE RIGHT SIDE OF
THE CUL-DE-SAC ON SAVILLE CHASE PLACE. THE SUPER SILT
FENCE SHOULD START IN THE PROXIMITY OF THE OUTFALL STR.
1 AND CONTINUE THIS SUPER SILT FENCE TO SURROUND THE
LIMITS OF THE WETLANDS/TOE OF FILL UNTIL IT REACHES THE
SMALL EXCAVATED PIT LOCATED NEAR THE CUL-DE-SAC. SEE
ATTACHMENT FOR CLARIFICATION AND REFLECT THE CHANGES ON
THE PHASE 1 AND PHASE 2-EROSION & SEDIMENT CONTROL
PLANS.
F) PLEASE SHOW/LABEL THE CULVERT INLET PROTECTION (CIP)
TO THE TEMPORARY TC1 (12" CMP). IN ADDITION, LABEL THE
OUTLET PROTECTION AT THIS TEMPORARY 12" CMP. REFLECT THE
CHANGES ON THE PHASE 1 AND PHASE 2 EROSION & SEDIMENT
CONTROL PLANS.
G) PLEASE PROVIDE A NOTE ON THE PHASE 2 EROSION &
SEDIMENT CONTROL PLAN TO EXPLAIN WHICH STEP THE
TEMPORARY PIPE SHOULD BE REMOVED. IN ADDITION, PLEASE
SHOW/LABEL THE TC1 12" CMP ON SHEET 6.
H) PLEASE LABEL THE INLET PROTECTION AT STRUCTURES 7 ON
SHEET 6.
I) PLEASE PROVIDE SILT FENCE TO SURROUND THE DOWNSTREAM
SIDE OF THE ST1. REFLECT THE CHANGES ON THE PHASE 1 AND
PHASE 2-EROSION & SEDIMENT CONTROL PLANS.
J) PLEASE PROVIDE A NOTE FOR THE REMOVAL OF THE ST2
STATING, "UNSUITABLE/SATURATED SOILS FROM THE BOTTOM OF
THIS TRAP SHOULD BE REMOVED PRIOR TO THE PLACEMENT OF
STRUCTURAL FILL. THE AREA SHALL BE RECLAIMED TO MATCH
THE EXISTING GRADE BEING SURE TO CREATE POSITIVE LOT
DRAINAGE FILL SHALL BE COMPACTED AND TESTED IN 6" LIFT.
K) A NOTE SHOULD BE PROVIDED ON THE EC PHASE II STATING
THAT NO TEMPORARY SEDIMENT TRAPS SHALL BE REMOVED UNTIL
APPROVED BY THE COUNTY INSPECTOR."
5. ANY TIMBERING THAT IS TO OCCUR AS THE FIRST PHASE OF
INFRASTRUCTURE CONSTRUCTION WILL BE INCORPORATED INTO THE
PROJECT'S EROSION-AND-SEDIMENT CONTROL PLAN NARRATIVE AND
WILL NOT COMMENCE UNTIL THE ISSUANCE OF A LAND DISTURBANCE
PERMIT FOR SUBDIVISION CONSTRUCTION AND PROPER INSTALLATION
OF EROSION CONTROL MEASURES.
=================== ROAD AND DRAINAGE ======================
1. THIS OFFICE WAS NOT ABLE TO PERFORM A FIELD INSPECTION.
ADDITIONAL COMMENTS MAY ARISE AFTER PERFORMING A SITE
INSPECTION IF INDICATED BY THE EXISTING CONDITIONS.
2. THIS OFFICE RECOGNIZES THAT THE 10-YEAR PRE/10-YEAR POST
REQUIREMENTS FOR FLOOD PROTECTION MAY BE ADDRESSED BY
DISCHARGING INTO THE 100-YEAR FLOODPLAIN.
3. PLEASE BE SURE TO INDICATE WITH ARROWS THE DIRECTION OF
FLOW IN ALL STORM SEWERS, NATURAL DRAINAGEWAY, STREAM, ETC.
PLEASE ADDRESS.
4. AT LEAST ONE BENCHMARK WITH ELEVATION REFERENCED TO THE
MEAN SEA LEVEL MUST BE SHOWN WITHIN THE LIMITS OF THIS
SECTION. PLEASE REVISE ACCORDINGLY.
5. PLEASE SHOW/LABEL THE ADJACENT PROPERTY OWNER'S NAME (RP
NORTH HALLSLEY LLC) WITH GPIN NUMBER ADJACENT TO LOTS 4/5.
IN ADDITION, CLARITY IF THIS PROPERTY IS OWNED BY THE SAME
DEVELOPER, IF NOT PRIOR TO THE ISSUANCE OF A LAND
DISTURBANCE PERMIT EE MUST HAVE RECEIVED SIGNED, WRITTEN
NOTIFICATIONS FROM THE ADJACENT PROPERTY OWNER RP NORTH
HALLSLEY LLC AT 901 E CARY ST., WHICH SHOULD BE SENT U.S.
POSTAL CERTIFIED MAIL, RETURN RECEIPT REQUESTED. INCLUDE AN
8½ X 11 COPY OF THE PROPOSED CONSTRUCTION ACTIVITY ADJACENT
TO THEIR PROPERTIES.
6. AS APPLICABLE, PLEASE SPECIFY 35' BUILDING SETBACK OFF
THE LIMITS OF WETLANDS ON LOTS 1, 3 THRU 5. REFLECT THE
CHANGES ON ALL APPLICABLE SHEETS.
7. PLEASE REVISE THE STATIONING PERTINENT TO THE END OF
CONSTRUCTION, WHICH APPEARS TO BE 12+70 AS OPPOSED TO 2+70.
REFLECT THE CHANGES ON THE PLANS AND PROFILES (I.E. SHEETS
3, 4, ETC.).
8. PLEASE REVISE THE SECTION DESIGNATION AT THE BEGINNING
OF CONSTRUCTION TO BE SECTION 24 AS OPPOSED SECTION 22
(SHEET 3).
9. PLEASE REVISE THE LABELING OF THE VARIABLE WIDTH SLOPE &
DRAINAGE EASEMENT FOR VDOT MAINTENANCE THAT IS ENCLOSING
STRUCTURES 1-3 TO BE VARIABLE WIDTH DRAINAGE EASEMENT. IN
ADDITION, REVISE THE LIMITS OF THIS EASEMENT TO ENCLOSE
ONLY THE STORM SEWER/USWC END TREATMENT. SEE ATTACHMENT FOR
CLARIFICATION.
10. PLEASE ADJUST THE LOT LINE ON LOTS 5 AND 6 SUCH THE USCW
END TREATMENT (STRUCTURES 1 AND 8) ARE ON THE OPEN SPACE
OUTSIDE THE LOTS. SEE ATTACHMENT FOR CLARIFICATION AND
REFLECT THE CHANGES ON APPLICABLE SHEETS.
11. THESE ARE IN REGARDS TO THE TEMPORARY DRAINAGE
IMPROVEMENTS SPECIFIED AT THE END OF THE CUL-DE-SAC ON
SAVILLE CHASE PL.:
A) PLEASE RELOCATE THE TEMPORARY ENERGY DISSIPATER TO BE
AT THE TOE OF FILL OF THE ROAD TEMPLATE AND ARMOR WITH
24" THICK LAYER OF EC-1 RIPRAP ALONG THE FILL SLOPE FROM
THE 5' CURB OPENING TO THE ENERGY DISSIPATER PIT.
INCLUDE DIMENSIONS OF THIS OUTLET PROTECTION (I.E.
WIDTH, LENGTH, 24" THICK LAYER OF EC-1 RIPRAP OVER
FILTER FABRIC) ON THE PLANS. SEE ATTACHMENT FOR
CLARIFICATION AND REFLECT THE CHANGES ON ALL APPLICABLE
SHEETS.
IN ADDITION, ELIMINATE THE TEMPORARY DIVERSION DIKES,
SINCE THEY ARE NO LONGER NEEDED.
B) PLEASE SHOW/LABEL THE TEMPORARY TURNAROUND EASEMENT
TO SURROUND THE TEMPORARY CUL-DE-SAC. REFER TO TENTATIVE
CONDITION #29.
IN ADDITION, THE PORTION OF THE TEMPORARY DRAINAGE
IMPROVEMENTS THAT ARE OUTSIDE OF THIS TEMPORARY
TURNAROUND EASEMENT SHOULD BE ENCLOSED IN A TEMPORARY
VARIABLE WIDTH DRAINAGE EASEMENT. SEE ATTACHMENT FOR
CLARIFICATION.
12. THESE ARE REGARDS TO THE PROPOSED DITCH LOCATED BETWEEN
LOTS 2/3 AND CONSIDER ONE OF THE FOLLOWING ALTERNATIVES:
A.1) PROVIDE PAVE DITCH (PG-2A) FROM APPROXIMATE STATION
1+50 TO STR. 5 TO ENSURE MAINTENANCE FREE AND A QUALITY
OF LIFE FOR THE FUTURE RESIDENTS. REFLECT THE CHANGES ON
ALL APPLICABLE SHEETS (I.E. PLANS, PROFILES, DITCH
COMPUTATIONS, ETC.) AND PROVIDE NECESSARY NOTES AND
DETAILS ON THE PLANS.
IN ADDITION, SPECIFY AT STR. 5 UNDER COMMENTS IN THE
DRAINAGE DESCRIPTION TABLE (SHEET 3) STATING, "REAR SLOT
EL=243.51/W, WITH MIN. 2' CONC. GUTTER."
A.2) OR PROVIDE STORM PIPE FROM APPROXIMATE STATION 1+50
TO STR. 5. SUBMIT REVISED 10/100-YEAR STORM SEWER/HGL
CALCULATIONS AND REVISE THE PLANS & PROFILES TO REFLECT
THE CHANGES.
13. IT WOULD BE ACCEPTABLE THAT A PORTION OF THE 16'
DRAINAGE EASEMENT THAT IS ENCLOSING THE PROPOSED SWALES
LOCATED ON THE REAR OF LOTS 2 & 3 BE REMOVED. OTHERWISE, IF
YOU DESIRE TO LEAVE THIS PORTION OF THE 16' DRAINAGE
EASEMENT, THEN A MORE DEFINED DITCH OF 3:1 SIDE SLOPES
SHOULD BE SPECIFIED. REVISE AS NECESSARY ALL APPLICABLE
SHEETS.
14. IT IS UNCLEAR IF THE 100-YEAR FLOODPLAIN LIMITS WOULD
STAY WITHIN THE LIMITS OF THE WETLANDS PERTINENT TO THE
NATURAL DRAINAGEWAY LOCATED BEHIND LOTS 1/3/4. PLEASE
ESTABLISH THE 100-YEAR FLOODPLAIN ALONG THIS NATURAL
DRAINAGEWAY/WETLAND AREA AND SUBMIT COMPLETE 100-YEAR STORM
CALCULATIONS WITH SCALED X-SECTIONS (I.E. DRAINAGE AREAS,
RUNOFF COEFFICIENT, TIME OF CONCENTRATION, DISCHARGE, ETC.)
FOR FURTHER REVIEW AND/OR APPROVAL. IN ADDITION, SHOW/LABEL
THE 100-YEAR FLOODPLAIN SECTIONS-LOCATIONS WITH ELEVATIONS
ALONG THIS NATURAL DRAINAGEWAY ON THE PLANS.
FURTHERMORE, AN ADDITIONAL SHEET DRAWN TO SCALE MIGHT BE
NEEDED TO SHOW THE OFFSITE DRAINAGE AREAS WITH PERTINENT
RUNOFF COEFFICIENTS, TRAVEL PATH, ETC.
15. PLEASE ESTABLISH THE 100-YEAR FLOODPLAIN LIMITS
PERTINENT TO THE NATURAL DRAINAGEWAY/WETLAND AREA BELOW STR.
1 TO COMPLY WITH 10-YEAR PRE/10-YEAR POST REQUIREMENTS FOR
FLOOD PROTECTION. INCLUDE SUPPORT 100-YEAR STORM
CALCULATIONS WITH SCALED X-SECTIONS FOR FURTHER REVIEW
AND/OR APPROVAL. REFLECT THE CHANGES ON THE PLANS AND
PROFILES.
IN ADDITION, SHOW/LABEL THE 100-YEAR FLOODPLAIN SECTIONS-
LOCATIONS WITH ELEVATIONS ALONG THIS NATURAL
DRAINAGEWAY/WETLAND AREA ON THE PLANS, ETC.
16. AS A REMINDER, IF THE 100-YEAR FLOODPLAIN LIMITS
ENCROACH THE LOTS (I.E. LOTS 1, 3 THRU 5, ETC.) MINIMUM
FINISH FLOOR SHOULD BE 1' ABOVE THE 100-YEAR FLOODPLAIN
ELEVATION AND 25' BUILDING SETBACK OFF THE 100-YEAR
FLOODPLAIN LIMITS SHOULD BE SPECIFIED ON THE AFFECTED LOTS.
17. PLEASE REMOVE THE WORDING OF "DEPARTMENT OF PUBLIC" IN
THE 5TH PARAGRAPH UNDER LEAKS, SPILLS, AND OTHER RELEASE
LOCATED ON THE LEFT OUTER COLUMN OF THE POLLUTION PREVENTION
PLAN (SHEET 13). IT SHOULD STATE, "…WRITTEN NOTICE OF THE
DISCHARGE MUST BE SENT TO DEQ AND CHESTERFIELD COUNTY WITHIN
FIVE (5) DAYS OF DISCOVERY."
18. THESE ARE IN REGARDS TO THE PROFILES:
A) PLEASE REVISE THE STRM 8-12 PROFILE (SHEET 4) TO
EXTEND THE PROFILE FARTHER TO INCLUDE TO OPPOSITE SIDE
OF THE CHANNEL BANK/OVERBANK. REVISE ACCORDINGLY.
B) PLEASE REVISE THE TITLE ON PROFILE VIEW PERTINENT TO
THE SWALE LOCATED ON THE REAR OF LOT 3 (SHEET 4) TO BE
LABELED AS "REAR YARD SWALE ON LOT 3".
C) SIMILARLY, REVISE THE TITLE ON PROFILE VIEW PERTINENT
TO THE SWALE LOCATED ON THE REAR OF LOT 2 BE LABELED AS
"REAR YARD SWALE ON LOT 2 TO DITCH LOTS 2/3".
D) PLEASE REVISE THE SECTION DESIGNATION AND THE END
STATIONING ON SAVILLE CHASE PLACE PROFILE (SHEET 4) TO
BE SECTION 24/END ROAD CONSTRUCTION STATION 12+70 AS
OPPOSED SECTION 8/END ROAD CONSTRUCTION STATION 2+70.
REVISE ACCORDINGLY.
19. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100/LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
B) A PRO-RATA PAYMENT TO THE USCW PROGRAM MUST BE
RECEIVED.
=================== END OF COMMENTS ======================
============================================================
============================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : MARIA JENKINS / 751-2335
NAME OF PLAN : HALLSLEY SECTION 24
SITE PLAN NO. : 15CP0117
LATEST PLAN DATE : 12/22/15
DEPT. REC'D DATE : 12/23/15
SUBMITTAL NUMBER : 2
REVIEW DATE : 01/11/16
RECOMMENDATION : REVISIONS REQUIRED
TABLE REVISION : NO
PLAT PROCESSING : NO
1. 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.
===================== EROSION CONTROL =====================
1. AN ITEMIZED EROSION CONTROL COST ESTIMATE IN THE AMOUNT
OF $21,687.00 IS SATISFACTORY.
2. AS A PREREQUISITE TO THE ISSUANCE OF A LAND
DISTURBANCE PERMIT:
A) A COPY OF THE AUTOCAD FILE MUST BE SUBMITTED TO
CAROLE CLIBORNE OF THE ENVIRONMENTAL ENGINEERING. THE
AUTOCAD FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD
VERSION 2009 OR EARLIER AND REFERENCED DIRECTLY TO THE
VIRGINIA 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 SUBDIVISION NAME AND SECTION, SUBDIVISION PLAN
NUMBER, ENGINEERING FIRM AND CAD FILE PREPARER'S NAME
AND PHONE NUMBER. THE FILE MUST CONTAIN THE FOLLOWING,
EACH CLEARLY LABELED IN SEPARATE LAYERS:
I.EDGES OF ROADS TO INCLUDE CURB AND GUTTER; AND
II. EDGES OF SIDEWALKS;
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
B) FLAGGING AROUND USACOE JURISDICTIONAL WETLANDS,
BUFFERS, AND SENSITIVE AREAS MUST BE VISIBLE.
C) DOCUMENTATION FROM THE USACOE/DEQ MUST BE RECEIVED
VERIFYING COMPLIANCE TO WETLAND PERMIT REGULATIONS.
D) A PROCESSED VSMP REGISTRATION AND FEE FORM MUST BE
RECEIVED.
E) A COPY OF VDOT LAND USE PERMIT MUST BE RECEIVED, IF
APPLICABLE.
F) AN EROSION CONTROL BOND IN THE AMOUNT OF
$21,687.MUST BE POSTED.
G) TWO ADDITIONAL SETS OF CONSTRUCTION PLANS TO BE
STAMPED "APPROVED FOR CONSTRUCTION" MUST BE RECEIVED.
H) AS APPLICABLE, A SWPPP BOOKLET (3 RING BINDER) MUST
BE PROVIDED.
I) THE ENVIRONMENTAL ENGINEERING DEPARTMENT MUST HAVE
RECEIVED SIGNED WRITTEN NOTIFICATIONS FROM THE
ADJACENT PROPERTY OWNERS, N/F RP NORTH HALLSLEY LLC AT
901 E. CARY ST., WHICH SHOULD BE SENT U.S. POSTAL
CERTIFIED MAIL, RETURN RECEIPT REQUESTED. INCLUDE AN 8½
X 11 COPY OF THE PROPOSED CONSTRUCTION ACTIVITY
ADJACENT TO THEIR PROPERTIES.
3. THESE ARE IN REGARDS TO THE MS-19:
3.1) PLEASE REVISE THE ADEQUACY SITUATION FOR MS-19 H
AND G TO BE "H" AS OPPOSED TO "B" IN THE MS-19 TABLE
(SHEET 7). IN ADDITION, THIS OFFICE MUST RECEIVE MS-19
VARIANCE REQUEST LETTER SITUATION H FOR MS-19 H AND G.
THOSE OUTFALLS ARE ENDING PRIOR TO REACHING THE
CENTERLINE OF THE DRAINAGEWAY. PLEASE ADDRESS.
3.2) IT APPEARS THE MS-19 ANALYSIS #1 AND #2 WERE
REMOVED FROM THE CONSTRUCTION PLANS. PLEASE BE SURE TO
SHOW/LABEL THE MS-19 #1 AND #2 WITH PERTINENT
INFORMATION (I.E. SCALED X-SECTIONS, DISCHARGES, SLOPES,
DEPTHS, ETC.) ON THE CONSTRUCTION PLANS WITH THE NEXT
PLAN SUBMITTAL AND UPDATE THE MS-19 TABLE TO INCLUDE
THESE LOCATIONS.
3.3) IT APPEARS A PORTION OF THE INCREMENTAL DRAINAGE
AREAS PERTINENT TO 14.16 ACRES THAT ARE DRAINING TO MS-
19 SECTION-LOCATION #2 HAVE BEEN CUT OFF FROM THE PLAN
VIEW. PLEASE BE SURE TO SHOW/LABEL THE ENTIRE LIMITS OF
DRAINAGE AREAS THAT PERTAIN TO THE 14.16 ACRES WITH
PERTINENT RUNOFF COEFFICIENTS ON THE PLANS.
3.4) AS PREVIOUSLY REQUESTED, SINCE THE EXISTING NATURAL
RECEIVING CHANNELS LOCATED BELOW STRUCTURES 1 & 8 ARE
NOT ADEQUATE AND CONTINUE TO AN OFFSITE PROPERTY, THE
MS-19 AND NOW REQUESTING THE 10-YEAR PRE VS. 10-YEAR
POST FOR PROPERTY PROTECTION SHOULD BE ADDRESSED TO ONE
OF THE FOLLOWING CONDITIONS:
A) IT SHOULD DEMONSTRATE THAT THE 2/10-YEAR POST-
DEVELOPED PEAK RUNOFF FROM THE SITE SHOULD NOT EXCEED
THE 2/10-YEAR PRE-DEVELOPED PEAK RUNOFF. THIS ANALYSIS
OF THE MS-19/10-YEAR STORM SHOULD BE TAKEN AT THE
NATURAL DRAINAGEWAY/PROPERTY LINE WHERE MS-19 #1 AND #2
ARE LOCATED. OTHERWISE, A COMBINATION OF CHANNEL
IMPROVEMENTS, STORMWATER DETENTION OR OTHER MEASURES
THAT ARE SATISFACTORY TO EE TO PREVENT DOWNSTREAM
EROSION SHOULD BE PROVIDED.
B) OR A WRITTEN ACKNOWLEDGEMENT LETTER SIGNED BY THE
OFFSITE PROPERTY OWNER THAT THE INCREASE OF FLOW
DISCHARGES AT THE NATURAL DRAINAGEWAY(S) BELOW
STRUCTURES 1 & 8 WILL NOT CAUSE EROSION WITHIN THESE
DRAINAGEWAYS SHOULD BE PROVIDED TO THIS OFFICE FOR
APPROVAL AND DOCUMENTATION. A FURTHER DISCUSSION IS
RECOMMENDED.
ALSO, THE LETTER SHOULD MENTION A DEPICTION OF THE
ULTIMATE 100-YEAR FLOODPLAIN LIMITS BELOW STRUCTURES 1 &
8 CONTINUING ALONG THESE NATURAL DRAINAGEWAYS ACROSS THE
PROPERTY OF CONCERN.
3.5) PLEASE PROVIDE ONE MORE ANALYSIS OF THE MS-19 AT
THE NATURAL DRAINAGEWAY/PROPERTY LINE LOCATED ON THE
DOWNSTREAM SIDE OF LOT 4. SUBMIT 2-YEAR STORM
CALCULATIONS, SHOW/LABEL THE MS-19 SECTION-LOCATION ON
THE PLANS AND UPDATE THE MS-19 TABLE TO INCLUDE THIS
LOCATION.
IN ADDITION, THIS NATURAL DRAINAGEWAY APPEARS TO
CONTINUE TO OFFSITE ADJACENT PROPERTY. THEREFORE, IT
SHOULD BE ADDRESSED AS PER COMMENT 3.4A OR 3.4B. PLEASE
ADDRESS. A FURTHER DISCUSSION CONCERNING THE MS-19 AND
10-YEAR PRE/10-YEAR POST FLOOD PROTECTION MAYBE HELPFUL.
4. WE OFFER, BUT NOT LIMITED, TO THE FOLLOWING COMMENTS:
A) PLEASE REVISE ITEMS #7 AND #8 IN THE PHASE II
CONSTRUCTION NARRATIVE (SHEET 6) STATING IN ITEM #7,
"INSTALL STORM SEWER AND DIVERT FLOW WHILE THE STORM
SEWER STRUCTURES 1 THRU 5 ARE INSTALLED. ONCE THE
INSTALLATION OF THE STORM SEWER STRUCTURES 1 THRU 5 IS
COMPLETED AND THE ROAD TEMPLATE HAS BEEN ROUGH GRADED,
THE TEMPORARY CULVERT #1 CAN BE REMOVED WITH APPROVAL OF
THE COUNTY INSPECTOR. IN ADDITION, THE GRADING SPECIFIED
ON LOTS 2/3 CAN START AND ONCE COMPLETED SHOULD BE
STABILIZED WITH PERMANENT SEEDING AND MULCHING."
B) PLEASE REFER TO THE ST1 AS OPPOSED TO ST2 IN THE 7TH
NOTE (SHEET 6). IT SHOULD STATE, "NOTE:
UNSUITABLE/SATURATED SOILS FROM THE BOTTOM OF ST1 SHALL
BE REMOVED PRIOR TO PLACEMENT…"
5. ANY TIMBERING THAT IS TO OCCUR AS THE FIRST PHASE OF
INFRASTRUCTURE CONSTRUCTION WILL BE INCORPORATED INTO THE
PROJECT'S EROSION-AND-SEDIMENT CONTROL PLAN NARRATIVE AND
WILL NOT COMMENCE UNTIL THE ISSUANCE OF A LAND DISTURBANCE
PERMIT FOR SUBDIVISION CONSTRUCTION AND PROPER INSTALLATION
OF EROSION CONTROL MEASURES.
=================== ROAD AND DRAINAGE ======================
1. THIS OFFICE WAS NOT ABLE TO PERFORM A COMPLETE FIELD
INSPECTION. ADDITIONAL COMMENTS MAY ARISE AFTER PERFORMING
A SITE INSPECTION IF INDICATED BY THE EXISTING CONDITIONS.
2. THIS OFFICE RECOGNIZES THAT THE 10-YEAR PRE/10-YEAR POST
REQUIREMENTS FOR FLOOD PROTECTION MAY BE ADDRESSED BY
DISCHARGING INTO THE 100-YEAR FLOODPLAIN.
3. AS PREVIOUSLY REQUESTED, PLEASE INDICATE WITH ARROWS THE
DIRECTION OF FLOW ALONG THE NATURAL DRAINAGEWAY, WETLANDS,
ETC. REFLECT THE CHANGES ON ALL APPLICABLE VIEWS.
4. AS PREVIOUSLY REQUESTED, PLEASE REVISE THE LABELING OF
THE VARIABLE WIDTH DRAINAGE EASEMENT FOR VDOT MAINTENANCE
THAT IS ENCLOSING STRUCTURES 1-3 TO BE "VARIABLE WIDTH
DRAINAGE EASEMENT". IN ADDITION, REVISE THE LIMITS OF THIS
EASEMENT TO ENCLOSE ONLY THE STORM SEWER/USWC END
TREATMENT.
5. THESE ARE IN REGARDS TO THE TEMPORARY DRAINAGE
IMPROVEMENTS SPECIFIED AT THE END OF THE CUL-DE-SAC ON
SAVILLE CHASE PL.:
A) PLEASE PROVIDE A NOTE TO THE EC-1 RIPRAP SPECIFIED TO
ARMOR A PORTION OF THE FILL SLOPE STATING, "TO BE
ARMORED WITH 24" THICK LAYER OF EC-1 RIPRAP A PORTION OF
THE FILL SLOPE FROM THE 5' CURB OPENING TO THE TEMPORARY
ENERGY DISSIPATER PIT."
AS PREVIOUSLY REQUESTED, PLEASE ELIMINATE THE TEMPORARY
DIVERSION DIKES SPECIFIED TO SURROUND THE TEMPORARY CUL-
DE-SAC ON SHEET 3.
C) IT APPEARS A PORTION OF THE WETLANDS ARE GOING TO BE
IMPACTED BY THE TEMPORARY TURNAROUND EASEMENT. PLEASE
DEPICT THIS AREA TO BE IMPACTED IN CROSS-HATCHED PATTERN
AND PROVIDE A LEGEND FOR THE IMPACTED WETLANDS.
6. IT APPEARS THE INCREMENTAL DRAINAGE AREAS PERTINENT TO
X-SECTION #4 DO NOT INCLUDE LOTS 1 THRU 4 DRAINAGE AREAS OF
1.07 ACRES.
IN ADDITION, BASED ON THE EXISTING TOPOGRAPHY, IT APPEARS
MORE AREA TO BE DRAINING FROM LOT 5 GREATER THAN 0.04 ACRES
OF DRAINAGE AREAS. PLEASE REVISE ACCORDINGLY AND SUBMIT
REVISED 100-YEAR HYDROLOGIC CALCULATIONS/SCALED X-
SECTIONS/ETC. FOR X-SECTION #4 FOR FURTHER REVIEW AND/OR
APPROVAL.
7. PLEASE REVISE THE MINIMUM FINISH FLOOR ON LOT 5, WHICH
APPEARS TO USE THE SAME ELEVATION AS THE 100-YEAR WSE AT X-
SECTION #4 OF 234.28.
IN ADDITION, IT APPEARS BASED ON THE 100-YEAR FLOODPLAIN
LIMITS/WSE NEAR THE OUTFALL STR. 1 TO BE ABOUT +/- 237.00.
AN ADDITIONAL 100-YEAR FLOODPLAIN SECTION-LOCATION WITH
ELEVATION SHOULD BE PROVIDED NEAR THE OUTFALL STR. 1 WITH
PERTINENT INFORMATION TO ESTABLISH THE MFF ON LOT 5 RATHER
THAN USE THE DOWNSTREAM 100-YEAR FLOODPLAIN WSE OF 234.28.
AS A REMINDER, THE MFF SHOULD BE SPECIFIED TO BE 1' ABOVE
THE 100-YEAR WSE.
8. PLEASE REVISE THE SCALE IN THE TITLE BOX (SHEET 11A) TO
BE 1"=80' AS OPPOSED TO 1"=50'. REVISE ACCORDINGLY.
9. THESE ARE IN REGARDS TO THE PROFILES:
A) PLEASE REVISE THE SECTION DESIGNATION AT THE END OF
CONSTRUCTION IN SAVILLE CHASE PLACE PROFILE (SHEET 4) TO
BE SECTION 24 AS OPPOSED SECTION 8. REVISE ACCORDINGLY.
10. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100/LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
B) A PRO-RATA PAYMENT TO THE USCW PROGRAM MUST BE
RECEIVED.
=================== END OF COMMENTS ====================
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : MARIA JENKINS / 751-2335
NAME OF PLAN : HALLSLEY SECTION 24
SITE PLAN NO. : 15CP0117
LATEST PLAN DATE : 03/16/17
DEPT. REC'D DATE : 03/22/17
SUBMITTAL NUMBER : 3
REVIEW DATE : 04/10/17
RECOMMENDATION : REVISIONS REQUIRED
TABLE REVISION : NO
PLAT PROCESSING : NO
1. 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.
2. THIS OFFICE RECOGNIZES THAT THE 10-YEAR PRE/10-YEAR POST
REQUIREMENTS FOR FLOOD PROTECTION MAY BE ADDRESSED BY
DISCHARGING INTO THE 100-YEAR FLOODPLAIN.
===================== EROSION CONTROL ====================
1. AS A PREREQUISITE TO THE ISSUANCE OF A LAND
DISTURBANCE PERMIT:
A) A COPY OF THE AUTOCAD FILE MUST BE SUBMITTED TO
CAROLE CLIBORNE OF THE ENVIRONMENTAL ENGINEERING. THE
AUTOCAD FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD
VERSION 2009 OR EARLIER AND REFERENCED DIRECTLY TO THE
VIRGINIA 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 SUBDIVISION NAME AND SECTION, SUBDIVISION PLAN
NUMBER, ENGINEERING FIRM AND CAD FILE PREPARER'S NAME
AND PHONE NUMBER. THE FILE MUST CONTAIN THE FOLLOWING,
EACH CLEARLY LABELED IN SEPARATE LAYERS:
I.EDGES OF ROADS TO INCLUDE CURB AND GUTTER; AND
II. EDGES OF SIDEWALKS;
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
B) FLAGGING AROUND USACOE JURISDICTIONAL WETLANDS,
BUFFERS, AND SENSITIVE AREAS MUST BE VISIBLE.
C) DOCUMENTATION FROM THE USACOE/DEQ MUST BE RECEIVED
VERIFYING COMPLIANCE TO WETLAND PERMIT REGULATIONS.
D) A PROCESSED VSMP REGISTRATION AND FEE FORM MUST BE
RECEIVED.
E) A COPY OF VDOT LAND USE PERMIT MUST BE RECEIVED, IF
APPLICABLE.
F) AN EROSION CONTROL BOND IN THE AMOUNT OF
$21,687.MUST BE POSTED.
G) TWO ADDITIONAL SETS OF CONSTRUCTION PLANS TO BE
STAMPED "APPROVED FOR CONSTRUCTION" MUST BE RECEIVED.
H) AS APPLICABLE, A SWPPP BOOKLET (3 RING BINDER) MUST
BE PROVIDED.
I) THE ENVIRONMENTAL ENGINEERING DEPARTMENT MUST HAVE
RECEIVED SIGNED WRITTEN NOTIFICATIONS FROM THE
ADJACENT PROPERTY OWNERS, N/F RP NORTH HALLSLEY LLC AT
901 E. CARY ST., WHICH SHOULD BE SENT U.S. POSTAL
CERTIFIED MAIL, RETURN RECEIPT REQUESTED. INCLUDE AN 8½
X 11 COPY OF THE PROPOSED CONSTRUCTION ACTIVITY
ADJACENT TO THEIR PROPERTIES.
3. THESE ARE IN REGARDS TO THE MS-19:
3.1) PLEASE REVISE THE ADEQUACY SITUATION AT MS-19 #1
AND #2 TO BE "H" AS OPPOSED TO "B" IN THE MS-19 TABLE
(SHEET 7).
IN ADDITION, MS-19 VARIANCE REQUEST LETTER SITUATION H
FOR MS-19 #1/#2 MUST BE SUBMITTED TO THIS OFFICE FOR
APPROVAL AND DOCUMENTATION. A DRAFT LETTER FOR THE MS-
19 VARIANCE REQUEST WOULD BE FORTHCOMING TO ASSIST YOU
IN THIS CONCERN.
3.2) MS-19 X-SECTION H VARIANCE REQUEST LETTER DATED
03/16/17 SITUATION E HAS BEEN APPROVED.
3.3) THESE ARE IN REGARDS TO THE MS-19 #2 ANALYSES
(SHEET 11B):
A) PLEASE REVISE THE RUNOFF COEFFICIENT FOR THE
UNDEVELOPED AREAS IN THE PRE-DEVELOPMENT CONDITION
TO USE A LOWER COEFFICIENT OF 0.20 AS OPPOSED TO
0.25. REVISE ALL APPLICABLE SHEETS TO REFLECT THE
CHANGES.
4. ANY TIMBERING THAT IS TO OCCUR AS THE FIRST PHASE OF
INFRASTRUCTURE CONSTRUCTION WILL BE INCORPORATED INTO THE
PROJECT'S EROSION-AND-SEDIMENT CONTROL PLAN NARRATIVE AND
WILL NOT COMMENCE UNTIL THE ISSUANCE OF A LAND DISTURBANCE
PERMIT FOR SUBDIVISION CONSTRUCTION AND PROPER INSTALLATION
OF EROSION CONTROL MEASURES.
=================== ROAD AND DRAINAGE =====================
1. THIS OFFICE WAS NOT ABLE TO PERFORM A COMPLETE FIELD
INSPECTION. ADDITIONAL COMMENTS MAY ARISE AFTER PERFORMING
A SITE INSPECTION IF INDICATED BY THE EXISTING CONDITIONS.
2. BASED ON THE PLAN VIEWS AND PROFILES THE LENGTH AT
STRUCTURES 2A/2F/11/ETC. APPEAR TO BE GREATER THAN 29.48',
WHICH HAVE BEEN SPECIFIED IN THE DRAINAGE DESCRIPTION
TABLE. REVISE ACCORDINGLY.
3. REVISE THE 2ND NOTE UNDER ROW NOTES (SHEET 3) TO STATE
"NO CLOSER THAN 3'" IN LIEU OF 2'.
4. PLEASE LABEL THE EASEMENT THAT IS ENCLOSING STRUCTURES
2B THRU 2E AS 16' DRAINAGE EASEMENT. REFLECT THE CHANGE ON
ALL APPLICABLE SHEETS.
5. PLEASE LABEL STR. 2A ON ALL APPLICABLE PLAN VIEWS.
6. THESE ARE IN REGARDS TO THE UNDERGROUND STORMWATER
DETENTION SYSTEM (SHEET 4.1):
A) PLEASE SPECIFY AT STR. 2 A MODIFIED JB-1 WITH 6"
VERTICAL HEIGHT SLOT OPENING. THE PROPOSED DESIGN CAN
DETERMINE THE WIDTH OF THE SLOT.
THE VERTICAL SLOT OPENING IN THE MODIFIED JB-1 SHOULD
NOT EXCEED 6" FOR PEDESTRIAN SAFETY.
THE TOP OF THE JB-1 SHOULD BE BOLTED COVER. PROVIDE A
NOTE REGARDING THIS CONCERN.
IN ADDITION, INCLUDE AN ENLARGED DETAIL DRAWN TO SCALE
OF THE MODIFIED JB-1 WITH APPLICABLE DIMENSIONS (I.E.
INVERTS, ELEVATIONS, ETC.), MATERIALS, CONNECTIVITY,
ETC. FRONT VIEW, SIDE VIEW AND PLAN VIEW SHOULD BE
PROVIDED ON THE PLANS.
B) SPECIFY O-RING PIPE FOR ALL OF THE UNDERGROUND
STORAGE 66" RCP.
C) PLEASE PROVIDE A DETAIL OF THE ORIFICE PLATE ON SHEET
4.1. SEE THE ENCLOSED DETAIL FOR CLARIFICATION.
D) PLEASE REVISE THE SWM PROFILE TO SHOW THE PROPOSED
GRADE TYING FROM THE TOP OF STR. 2 AT APPROXIMATE
ELEVATION 231.41 AS OPPOSED TO SHOWING TYING IN THE
PROXIMITY OF 230.50. REVISE ACCORDINGLY.
IN ADDITION, EXTEND THE SWM PROFILE WITH SUFFICIENT
DISTANCE BELOW STR. 1 TO INCLUDE THE ENTIRE CHANNEL X-
SECTION.
ADDITIONALLY, BE SURE TO SHOW THE PROPOSED CONTOURS OVER
THE PIPE/STR. 2 ON THE PLAN VIEWS.
E) THESE ARE IN REGARDS TO THE 2/10/100-YEAR ROUTING
CALCULATIONS:
PLEASE REVISE THE OUTLET DEVICES USED IN THE
ROUTING TO BE AS FOLLOW:
E.1) DEVICE #1: PLEASE USE 15" RCP IN LIEU OF 3" RCP.
E.2) DEVICE #2: 3" VERTICAL ORIFICE SHOULD BE SPECIFIED
IN THE ROUTING AS DEVICE 1.
E.3) DEVICE #3: CUSTOM WEIR/EMERGENCY SPILLWAY SHOULD
BE ROUTED TO AS SECONDARY. SINCE, THIS FLOW WOULD BE
DIVERTED FROM THE PRIMARY DEVICE.
E.4) REVISE THE INVERT ELEVATION AT THE CUSTOM
WEIR/EMERGENCY SPILLWAY TO BE SET AT OR ABOVE THE 10-
YEAR WATER SURFACE ELEVATION.
IN ADDITION, SHOW IN THE 2F PROFILE AND THE SWM PROFILE
THE 10-YEAR WSE IS CONTAINED WITHIN THE PIPE.
SUBMIT REVISED ROUTING FOR FURTHER REVIEW AND APPROVAL.
G) REVISE THE SPILLWAY SECTION TO INDICATE THE
WALL/BOTTOM THICKNESS.
H) PER COMMENT #3.3.A UNDER MS-19, IF THE 2/10-YEAR
PRE-DEVELOPMENT DISCHARGES CHANGES, PROVIDE REVISED
2/10-YEAR ROUTING TO BE LESS OR EQUAL TO THE PRE-
DEVELOPMENT FLOWS.
I) THE UNDERGROUND STORMWATER DETENTION SYSTEM MUST BE
CERTIFIED PRIOR TO THE STATE ACCEPTANCE OF THE ROADS.
K) INCREASE THE WIDTH OF THE EASEMENT ENCLOSING
STRUCTURES 2B-2F TO 20' AND LABEL THIS EASEMENT AS
"DETENTION DRAINAGE EASEMENT". REFLECT THE CHANGES ON
ALL APPLICABLE SHEETS.
7. THESE ARE IN REGARDS TO THE PROFILES:
A) PLEASE REVISE THE SWALE LOT 1 PROFILE (SHEET 4) TO
SHOW THIS GRASS SWALE GRADED TOWARDS THE ROAD AS OPPOSED
TO OPEN SPACE AS SHOWN ON THE PLAN VIEWS. REVISE
ACCORDINGLY.
B) PLEASE REVISE THE STRM 1-5 TO REMOVE STRUCTURES 1/2.
IN ADDITION, REVISE STR. 5 TO BE SHOWING AT 240.58 AS
OPPOSED TO 240.00 AND ADJUST STR. 4 ACCORDINGLY.
FURTHERMORE, INCLUDE STR'S 2E AND 2D WITH PERTINENT
INFORMATION ON THIS PROFILE.
C) PLEASE PROVIDE THE TYPICAL DITCH DESIGN WITH
PERTINENT INFORMATION (I.E. DESIGN DEPTH, LINING, ETC.)
FOR ALL PROPOSED DITCHES. REFLECT THE CHANGES ON ALL
APPLICABLE PROFILES. BE SURE ALL PROPOSED DITCHES ARE
DESIGNED TO CONTAIN THE 100-YEAR STORM.
8. PLEASE PROVIDE A DI-6 DETAIL WITH MINIMUM 2' CONCRETE
GUTTER ON THE CONSTRUCTION PLANS.
9. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100/LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
B) A PRO-RATA PAYMENT TO THE USCW PROGRAM MUST BE
RECEIVED.
=================== END OF COMMENTS ====================
============================================================
============================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : MARIA JENKINS / 751-2335
NAME OF PLAN : HALLSLEY SECTION 24
SITE PLAN NO. : 15CP0117
LATEST PLAN DATE : 06/02/17
DEPT. REC'D DATE : 06/02/17
SUBMITTAL NUMBER : 4
REVIEW DATE : 06/23/17
RECOMMENDATION : REVISIONS REQUIRED
TABLE REVISION : NO
PLAT PROCESSING : NO
1. 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.
2. THIS OFFICE RECOGNIZES THAT THE 10-YEAR PRE/10-YEAR POST
REQUIREMENTS FOR FLOOD PROTECTION MAY BE ADDRESSED BY
DISCHARGING INTO THE 100-YEAR FLOODPLAIN.
===================== EROSION CONTROL =====================
1. AS A PREREQUISITE TO THE ISSUANCE OF A LAND
DISTURBANCE PERMIT:
A) A COPY OF THE AUTOCAD FILE MUST BE SUBMITTED TO
CAROLE CLIBORNE OF THE ENVIRONMENTAL ENGINEERING. THE
AUTOCAD FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD
VERSION 2009 OR EARLIER AND REFERENCED DIRECTLY TO THE
VIRGINIA 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 SUBDIVISION NAME AND SECTION, SUBDIVISION PLAN
NUMBER, ENGINEERING FIRM AND CAD FILE PREPARER'S NAME
AND PHONE NUMBER. THE FILE MUST CONTAIN THE FOLLOWING,
EACH CLEARLY LABELED IN SEPARATE LAYERS:
I.EDGES OF ROADS TO INCLUDE CURB AND GUTTER; AND
II. EDGES OF SIDEWALKS;
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
B) FLAGGING AROUND USACOE JURISDICTIONAL WETLANDS,
BUFFERS, AND SENSITIVE AREAS MUST BE VISIBLE.
C) DOCUMENTATION FROM THE USACOE/DEQ MUST BE RECEIVED
VERIFYING COMPLIANCE TO WETLAND PERMIT REGULATIONS.
D) A PROCESSED VSMP REGISTRATION AND FEE FORM MUST BE
RECEIVED.
E) A COPY OF VDOT LAND USE PERMIT MUST BE RECEIVED, IF
APPLICABLE.
F) AN EROSION CONTROL BOND IN THE AMOUNT OF
$21,687.MUST BE POSTED.
G) TWO ADDITIONAL SETS OF CONSTRUCTION PLANS TO BE
STAMPED "APPROVED FOR CONSTRUCTION" MUST BE RECEIVED.
H) AS APPLICABLE, A SWPPP BOOKLET (3 RING BINDER) MUST
BE PROVIDED.
I) THE ENVIRONMENTAL ENGINEERING DEPARTMENT MUST HAVE
RECEIVED SIGNED WRITTEN NOTIFICATIONS FROM THE
ADJACENT PROPERTY OWNERS, N/F RP NORTH HALLSLEY LLC AT
901 E. CARY ST., WHICH SHOULD BE SENT U.S. POSTAL
CERTIFIED MAIL, RETURN RECEIPT REQUESTED. INCLUDE AN 8½
X 11 COPY OF THE PROPOSED CONSTRUCTION ACTIVITY
ADJACENT TO THEIR PROPERTIES.
3. THESE ARE IN REGARDS TO THE MS-19:
3.1) THESE ARE IN REGARDS TO THE MS-19 #2 ANALYSES
(SHEET 11B):
A) PLEASE REVISE THE RUNOFF COEFFICIENT/DRAINAGE
AREAS PERTINENT TO LOTS 10 THRU 13 OF HALLSLEY SECTION
8 TO DEPICT THE DRAINAGE AREA FOR THE BUFFER AREA
SEPARATELY FROM THE 2.05 ACRES, WHICH IS APPROXIMATELY
0.33 WITH RUNOFF COEFFICIENT OF 0.2 AS SHOWN ON SHEET
11C. AS NEEDED, REVISE THE PLANS, CALCULATIONS,
ROUTING, ETC. TO REFLECT THE CHANGES.
4. ANY TIMBERING THAT IS TO OCCUR AS THE FIRST PHASE OF
INFRASTRUCTURE CONSTRUCTION WILL BE INCORPORATED INTO THE
PROJECT'S EROSION-AND-SEDIMENT CONTROL PLAN NARRATIVE AND
WILL NOT COMMENCE UNTIL THE ISSUANCE OF A LAND DISTURBANCE
PERMIT FOR SUBDIVISION CONSTRUCTION AND PROPER INSTALLATION
OF EROSION CONTROL MEASURES.
=================== ROAD AND DRAINAGE ======================
.
1. THIS OFFICE WAS NOT ABLE TO PERFORM A COMPLETE FIELD
INSPECTION. ADDITIONAL COMMENTS MAY ARISE AFTER PERFORMING
A SITE INSPECTION IF INDICATED BY THE EXISTING CONDITIONS.
.
2. DISCREPANCIES WERE FOUND WHEN COMPARING THE LENGTHS AT
STR'S 1/2A/2F SHOWN IN THE DRAINAGE DESCRIPTION (SHEET 3)
AND IN THE 10/100-YEAR STORM SEWER/HGL CALCULATIONS OF
29.48'/102.44'/284.00' WITH THE PROFILES (SHEET 4.1),
ROUTING CALCULATIONS, ETC. OF 47.10'/98.40'/282.00'. BE
SURE THE INFORMATION IS CONSISTENT ON THE PLANS, PROFILES,
COMPUTATION SHEETS, ROUTING CALCULATIONS, ETC. REVISE
ACCORDINGLY.
3. THERE APPEARS TO BE A DISCREPANCY TO THE TYPE OF
STRUCTURE SPECIFIED AT STR. 2 SHOWN AS "MODIFIED MH-1"
(SHEET 4.1) AND AS "MH-1" IN THE DRAINAGE DESCRIPTION
(SHEET 3). BE SURE THE INFORMATION IS THE SAME.
IN ADDITION, BASED ON THE VDOT STANDARDS, MH-1 IS FOR 12" -
48" PIPE, THE PIPES THAT CONNECT TO STR. 2 ARE 60" PIPES,
WHICH EXCEED THE STANDARD DESIGN FOR MH-1. PERHAPS MODIFIED
MH-2 SHOULD BE USED.
AS APPLICABLE, INCLUDE THE MODIFIED MH-2 DETAIL ON SHEET
4.1 AND BE SURE DIMENSIONS HAVE BEEN SPECIFIED FOR THE MH-2
ON THE PLANS (I.E. TOP UNIT, RISER UNIT, BASE UNIT, WALL
THICKNESS, FOOTING, ETC.).
4. THESE ARE IN REGARDS TO THE UNDERGROUND STORMWATER
DETENTION SYSTEM (SHEET 4.1):
A) PLEASE REVISE THE MATERIAL FOR THE UNDERGROUND
DETENTION STR'S 2A/2F TO BE RCP AS OPPOSED TO HDPE.
REFLECT THE CHANGES ON THE PLANS, PROFILES, AND
COMPUTATION SHEETS.
IN ADDITION, THE 10/100-YEAR STORM SEWER/HGL
CALCULATIONS ARE ACCEPTABLE AT STR'S 2A/2F, SINCE
CONCRETE PIPE WERE USED IN THE ANALYSIS.
B) SPECIFY RCP O-RING PIPE FOR ALL THE UNDERGROUND
STORAGE 60" RCP. HDPE IS NOT ACCEPTABLE.
C) THESE ARE IN REGARDS TO THE 2/10/100-YEAR ROUTING
CALCULATIONS:
C.1) THERE APPEARS TO BE A DISCREPANCY WHEN COMPARING
THE 2/10-YEAR WSE SHOWN IN THE SWM PROFILE/2F PROFILE OF
225.90/227.62 WITH THE ROUTING CALCULATIONS OF
225.88/226.98. REVISE ACCORDINGLY TO ENSURE THE
INFORMATION IS CONSISTENT.
D) PER COMMENT #3.3.A UNDER MS-19, IF THE 2/10-YEAR
PRE-DEVELOPMENT DISCHARGES CHANGES, PROVIDE REVISED
2/10-YEAR ROUTING TO BE LESS OR EQUAL TO THE PRE-
DEVELOPMENT FLOWS.
E) THE UNDERGROUND STORMWATER DETENTION SYSTEM MUST BE
CERTIFIED PRIOR TO THE STATE ACCEPTANCE OF THE ROADS.
REFER TO ATTACHED FORM EMAILED SEPARATELY.
7. THESE ARE IN REGARDS TO THE PROFILES:
A) PLEASE REVISE THE SWM PROFILE (SHEET 4.1) TO INCLUDE
THE TYPICAL DITCH DESIGN OF 3:1 SIDE SLOPE, Q10/100-
YEAR, 10/100-YEAR DEPTH, ETC. FOR THE PROPOSED GRASS
DITCHES.
8. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100/LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
B) A PRO-RATA PAYMENT TO THE USCW PROGRAM MUST BE
RECEIVED.
=================== END OF COMMENTS ====================
============================================================
.
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : MARIA JENKINS / 751-2335
NAME OF PLAN : HALLSLEY SECTION 24
SITE PLAN NO. : 15CP0117
LATEST PLAN DATE : 07/20/17
DEPT. REC'D DATE : 07/20/17
SUBMITTAL NUMBER : 5
REVIEW DATE : 07/26/17
RECOMMENDATION : APPROVED
TABLE REVISION : YES
PLAT PROCESSING : NO
.
1. 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.
.
2. THIS OFFICE RECOGNIZES THAT THE 10-YEAR PRE/10-YEAR POST
REQUIREMENTS FOR FLOOD PROTECTION MAY BE ADDRESSED BY
DISCHARGING INTO THE 100-YEAR FLOODPLAIN.
.
===================== EROSION CONTROL =====================
.
1. AS A PREREQUISITE TO THE ISSUANCE OF A LAND
DISTURBANCE PERMIT:
.
A) A COPY OF THE AUTOCAD FILE MUST BE SUBMITTED TO
CAROLE CLIBORNE OF THE ENVIRONMENTAL ENGINEERING. THE
AUTOCAD FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD
VERSION 2009 OR EARLIER AND REFERENCED DIRECTLY TO THE
VIRGINIA 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 SUBDIVISION NAME AND SECTION, SUBDIVISION PLAN
NUMBER, ENGINEERING FIRM AND CAD FILE PREPARER'S NAME
AND PHONE NUMBER. THE FILE MUST CONTAIN THE FOLLOWING,
EACH CLEARLY LABELED IN SEPARATE LAYERS:
.
I.EDGES OF ROADS TO INCLUDE CURB AND GUTTER; AND
II. EDGES OF SIDEWALKS;
III. ALL STORM SEWERS & INLETS;
.
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
.
B) FLAGGING AROUND USACOE JURISDICTIONAL WETLANDS,
BUFFERS, AND SENSITIVE AREAS MUST BE VISIBLE.
.
C) DOCUMENTATION FROM THE USACOE/DEQ MUST BE RECEIVED
VERIFYING COMPLIANCE TO WETLAND PERMIT REGULATIONS.
.
D) A PROCESSED VSMP REGISTRATION AND FEE FORM MUST BE
RECEIVED.
.
E) A COPY OF VDOT LAND USE PERMIT MUST BE RECEIVED, IF
APPLICABLE.
.
F) AN EROSION CONTROL BOND IN THE AMOUNT OF
$21,687.MUST BE POSTED.
.
G) THREE ADDITIONAL SETS OF CONSTRUCTION PLANS TO BE
STAMPED "APPROVED FOR CONSTRUCTION" MUST BE RECEIVED.
.
H) AS APPLICABLE, A SWPPP BOOKLET (3 RING BINDER) MUST
BE PROVIDED.
.
I) THE ENVIRONMENTAL ENGINEERING DEPARTMENT MUST HAVE
RECEIVED SIGNED WRITTEN NOTIFICATIONS FROM THE
ADJACENT PROPERTY OWNERS, N/F RP NORTH HALLSLEY LLC AT
901 E. CARY ST., WHICH SHOULD BE SENT U.S. POSTAL
CERTIFIED MAIL, RETURN RECEIPT REQUESTED. INCLUDE AN 8½
X 11 COPY OF THE PROPOSED CONSTRUCTION ACTIVITY
ADJACENT TO THEIR PROPERTIES.
.
3. THESE ARE IN REGARDS TO THE MS-19:
.
3.1) THE MS-19 VARIANCE REQUEST SITUATION H FOR MS-19 #1
AND MS-19 #2 LETTER DATED 06/02/07 HAS BEEN APPROVED.
.
4. ANY TIMBERING THAT IS TO OCCUR AS THE FIRST PHASE OF
INFRASTRUCTURE CONSTRUCTION WILL BE INCORPORATED INTO THE
PROJECT'S EROSION-AND-SEDIMENT CONTROL PLAN NARRATIVE AND
WILL NOT COMMENCE UNTIL THE ISSUANCE OF A LAND DISTURBANCE
PERMIT FOR SUBDIVISION CONSTRUCTION AND PROPER INSTALLATION
OF EROSION CONTROL MEASURES.
.
=================== ROAD AND DRAINAGE ======================
.
1. THIS OFFICE WAS NOT ABLE TO PERFORM A COMPLETE FIELD
INSPECTION. ADDITIONAL COMMENTS MAY ARISE AFTER PERFORMING
A SITE INSPECTION IF INDICATED BY THE EXISTING CONDITIONS.
.
2. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
.
A) A $100/LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
=================== END OF COMMENTS ====================

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