HomeMy WebLinkAboutSDP202100079 Review Comments Initial Site Plan 2021-11-16$�4 of AL 401 McIntire Road, North Wing
County Of Albemarle Charlottesville, VA22902-4579
COMMUNITY DEVELOPMENT DEPARTMENT Telephone: 4
W W W.ALBEMA34-296-5832 RLE.ORGRLE.ORG
I'IRGINIP/
Memorandum
November 16, 2021
Ryan Yauger
9100 Arboretum Parkway Suite 360
Richmond, VA 23236
rvaueer&bohlereng com
RE: SDP202100079 RST Residences — Initial Site Plan (Digital)
Dear Mr. Yauger:
The Site Review Committee has reviewed the development proposal referenced above. Initial comments
from the following divisions of the Department of Community Development and other agencies, as
applicable, are attached:
Albemarle County Planning Services (Planner)
Albemarle County Engineering Services (Engineer)
Albemarle County Architectural Review Board (ARB)
Albemarle County Information Services (E911)
Albemarle County Building Inspections
Albemarle County Department of Fire Rescue
Albemarle County Service Authority
Virginia Department of Transportation
Rivanna Water and Sewer Authority
Virginia Department of Health (VDH)
Comments reflect information available at the time the development proposal was reviewed, and should
not be considered final. However, the Site Review Committee has attempted to identify all issues that
will be required to be resolved prior to approval of the initial site plan.
Please contact me at your earliest convenience if you have questions or require additional information.
Sincerely, /f�
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Kevin McCollum
Planner
Albemarle County Planning Services (Planner) —Kevin McCollum, kmccollumkalbemarle.org —Required changes:
Comments to be addressed prior to initial site plan approval:
1. [36.1(c)] County records show there is an outstanding initial site plan fee balance of $615.66. This fee
will need to be paid prior to Friday, December 3, 2021 in order for the initial site plan to be approved.
Comments to be addressed prior to final site plan approval:
2. [32.5.2(b) and 15.3] Will any of the dwelling units be subdivided into individual properties? If so, show
lot lines and provide their dimensions on each proposed lot.
3. [32.5.2(i)] Please clarify the following:
a. Private Road C is the only vehicular accessway within the site that is labeled as a private road.
Please verify that this is being done in order to provide the inter parcel access to the adjoining
property, as shown on the ZMA Application Plan. If so, a private street easement that grants
access to the adjoining parcel needs to be recorded prior to final site plan approval.
b. Please verify that all other travelways are not intended to be either public or private streets.
4. [32.5.2(a)] Revise the Parcel ID label on the Cover Sheet to state "Tax Map and Parcel Number" or
simply "TMP." Please include a reference to both TMP 46-108 and TMP 46-109.
5. [32.6.2(a)] Please include a placeholder for the Final Site Plan application number and include a reference to the
Initial Site Plan application: SDP202100079.
6. [32.5.1(c)] Provide setback lines on the Site Plan sheets.
7. [32.6.2(a)] Provide the Site Data table shown on Sheet C-300 on the Cover Sheet.
a. Use TMP instead of PIN/PID references.
b. Include a reference to Special Exception SE202000003 underneath the ZMA information.
c. Include all information provided in the Site Data on the Cover Sheet of ZMA202000007. This
includes all required calculations, recreational facility information, affordable dwelling unit
information, buffer information, etc.
8. [32.6.2(a)] Paste a copy of the conditions associated with SE202000003 onto one of the general notes
sheets.
9. [32.6.2(i)] Zoning approval of the proposed parking requirements and the provided layout is required
prior to Final Site Plan approval.
10. [32.6.2(a)] Correct any reference to PID to TMP including labels for adjacent properties.
11. [General Comment] Please add the Site Review Committee (SRC) signature panel (attached) to the cover sheet.
12. [32.5.2 (k)(1), 32.6.2(g)] Any new easements required for water, sewer, drainage facilities, or any
proposed utilities will need to be reviewed, approved, and recorded prior to final site plan approval.
Please submit an easement plat application the County for review. The final site plan will need to be
updated so that all easements are shown and labeled identifying easement type, whether it's public or
private, a width dimension, and the recorded instrument with deed book and page number.
13. [32.7.9.7 (a)(3)] Please provide a construction detail in plan and profile view of the proposed dumpster enclosure.
The detail should identify materials to be used, color, dimensions, etc.
14. [32.7.8 and 4.17] Lighting Plan
a. [4.17.4 (a)] Provide manufacturer cut -sheets for all proposed outdoor luminaires.
b. [4.17.4 (a)] All proposed outdoor luminaries exceeding 3,000lumens must be frill -cutoff fixtures. Please
provide documentation from the manufacturers that all fixtures will be full -cutoff.
c. Please state the pole height of all outdoor luminaires.
d. [4.17.4 (b)] Please add a note to which states "Each outdoor luminaire equipped with a lamp that emits
3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect
light away from adjoining residential districts and adjacent roads. The spillover of lighting from
luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed
one-half footcandle."
15. [32.6.2(f)] Provide a typical street section for Private Street C (See Engineering comment if applicable).
16. [General Comment] Final site plan must meet all other requirements of 18-32.6, 18-32.7, and 18-32.8
prior to final approval.
Please contact Kevin McCollum at the Department of Community Development at kmccollumkalbemarle.org or 296-
5832 ext. 3141 for further information.
Comments From Other Reviewers:
Albemarle County Engineering Services (Engineer) — John Anderson, janderson2galbemarle.org — Requested
changes, see attached.
Albemarle County Building Inspections — Betty Slough, bslou hg &albemarle.org—Requested changes, see below.
Add the following note to the general notes page:
1. Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in
height require a stamped engineered design also. Walls require inspections as outlined in the USBC.
2. Accessible parking spaces, access isles, and accessible route shall be installed in accordance with ICC ANSI
A117.1-09 and the 2015 Virginia Construction Code.
3. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next
upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the
building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures
having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public
sewer shall not discharge through a backwater valve.
4. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks.
5. Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to
apply for a demolition permit. Asbestos removal permits are required if positive for such from Albemarle
County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects
at 540-562-3580 x131.
6. All water, sewer and fire lines require NEW inspection and testing procedures. The ACSA performs any
testing and inspections of the public sewer and water main(s). The Albemarle County Building Inspections
Department(ACBID) does a visual inspection and witnesses the testing of the building drain, water service
pipe and the sprinkler lead-in connection. The developer/contractor is responsible to retain a Special
Inspector as outlined in the updated Albemarle County Policy for Site Utilities to perform the visual
inspection and testing of all utilities not covered by the ACSA or ACBID. This includes building sewers,
water and fire line branches between the main and the meter(s)/building(s). The Special Inspector's report
must be submitted and approved by the Albemarle County Engineering Department prior to a Certificate of
Occupancy being issued.
Note to developer:
7. Due to required distances from lot lines and structures as required by the NFPA, underground propane tanks
may be prohibited. Plan accordingly.
Albemarle County Information Services (E911) — Elise Kiewra, ekiewra&albemarle.org — Requested changes, see
attached.
Albemarle County Service Authority — Richard Nelson, melson@serviceauthority.org — Requested changes, see
below.
1. Submit a PDF and 2 hard copies of the utility plan and water/sewer data sheets to ACSA.
2. RWSA sewer capacity certification will be required.
3. RWSA will need to approve the proposed water main connection.
4. The offsite sewer easement will need to be recorded with the Clerk's Office prior to utility plan approval.
ACSA will need to review and approve the draft deed and plat prior to recordation.
Albemarle County Architectural Review Board (ARB) — Margaret Maliszewski, mmaliszewski@albemarle.org— See
recommendations below.
1. This plan will be reviewed by the ARB on November 15, 2021. ARB action letter/comments will be provided
after that meeting.
Virginia Department of Transportation — Adam Moore, Adam.Moorekvdot.vir iginia.gov and Doug McAvoy Jr.,
douglas.mcavo@vdot.virginia.gov —Requested changes, see attached.
Virginia Department of Health — Alan Mazurowski, alan.mazurowski@vdh.vir iginia.gov — Requested changes, see
attached.
Albemarle County Department of Fire Rescue — Howard Lagomarsino, hlaQomarsino&albemarle.org — Requested
changes, see below.
1. The plans indicate allowable building height of up to 65 feet. An emergency/fire vehicle access road/route
needs to provide an unobstructed travel way width of 20 ft. if buildings/structures are under 30 feet tall and
26 ft. on at least one side if buildings/structures are over 30 feet tall.
2. Where widths are such that parking will obstruct to minimum trave way width, no parking markings/signs
are required
3. Emergency/fire vehicle access roads need to be clear of overhead obstructions at 13 ft 6 in. and below. This
includes trees and other natural obstruction.
4. To accommodate fire apparatus, turn radii serving fire apparatus access must be a minimum of 25 ft., unless
it is demonstrated in a suitable fashion that fire apparatus can negotiate a proposed radius (for the calculation
our ladder truck is 47 feet long with a 21 ft 42 in wheel base)
5. Road grade cannot exceed 10%.
6. Provide a note on the plans of the required ISO fire calculation for the buildings
7. Indicate on the plan the ACSW flow test to ensure adequate fire flow per calculation in comment # 6
8. As determined by calculations in # 6, provide the number of hydrants with spacing in accordance with the
required fire flow calculation (This generally starts at 500 feet and arranged so that no building is more than
250 feet from a hydrant, but the distances are further reduced as the required fire flow increases).
9. In areas without buildings, hydrant spacing is required every 1000 ft to accommodate transportation
emergencies.
10. If fire suppression systems or standpipes are installed the FDC must face the road, on address side and there
needs to be hydrant within 100 ft. of the FDC, arranged so that when hydrant and FDC are in use for
emergency operations, hose does not obstruct travel way.
Rivanna Water and Sewer Authority —Victoria Fort and Dyon Vega, vfort@rivanna.org and dvega@rinavvan.org —
Requested changes, see attached.
�q off nig 401 McIntire Road, North Wing
Charlottesville, VA 22902-4579
County of Albemarle Telephone: 434-296-5832
COMMUNITY DEVELOPMENT DEPARTMENT WWW.ALBEMARLE.ORG
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Site Plan review
Project title:
Initial Site Plan for RST Residences
Project file number:
SDP202100079
Plan preparer:
Ryan Yauger, PE [ rvaugerAbohlereng.com ]
Bohler Engineering
9100 Arboretum Pkwy, Suite 360
Richmond, VA 23236
Owner or rep.:
Alex a rstdevelopment.com
RST Development, LLC
6110 Executive Blvd., #620
Rockville, MD 20852
Plan received date:
6 Oct 2021
Date of comments:
16 Nov 2021
Plan Coordinator:
Kevin McCollum
Reviewer:
John Anderson
Engineering has reviewed the initial site plan and offers these review comments.
With final site plan (FSP):
1. VDOT Road Design Manual, Appendix A(1), prohibits `parking within 20 feet of any intersection
measured from the curb return of the intersection.' Recommend remove parking proposed within 20-11. of
any VDOT Road Design Manual No parking zone. For example: Int. travelway A and private road C,
travelway E and private road C. Ref. Appendix A(1), p. A(1)-77.
2. Similarly, parallel parking is proposed coincident with curb return on travelway A, at entrance/exit to
roundabout (Int. travelway B and travelway A). Recommend eliminate parallel parking proximate to
roundabout on travelway A, both N and S of the roundabout intersection.
3. C-501
a. Check match -line labels (recommend revise match -line sheet references to ref. C-503, C-501, etc.)
b. Re -designation of steep slopes is a process not accomplished automatically by field run survey, or
submittal of a site plan. Please see 18-30.7.4.b. Lh., and submit new topographic information for
Engineering review. Submit a steep slopes exhibit.
4. Remove proposed improvements (parking /travelway/s, or grading) located on preserved steep slopes
unless such slopes are re -designated as non -steep by Albemarle county, via process outlined at 18-30.7.4.
5. C400-C404
a. Add flow lines to storm pipes.
b. Label all travelways.
c. On either C-400 (Grading) or C-500 (Utility) series of FSP sheets, label all pipes and inlets.
d. Provide VDOT LD-204 stormwater inlet computations.
e. Provide VDOT LD-229 storm drain design computations.
f Provide storm profiles.
g. With FSP, demonstrate compliance with storm runoff requirements at U.S. Rt. 29, where ISP
proposes to increase runoff onto U.S. Rt. 29, without stornmater capture or conveyance.
6. C-500: Label all travelways.
7. C-503
Engineering Review Comments
Page 2 of 3
a. Compare proposed storm structure easement with Albemarle County Design Standards Manual
easement diagram, p. 15, to ensure easement sufficient for installation and future maintenance.
Link: httos://www.albemarle.org/Home/ShowDocument?id=270
b. Add flow lines to all storm pipes (C501-0503). Add flow lines to SWM facility cattails.
c. GIS indicates natural conveyance at approximate location of 80,000 cf SWM facility proposed
outfall, but this outfall must comply with state storrnwater management regulations at 9VAC25-
870-65 (water quality, VRRM.xIs) and 9VAC25-870-66 (water quantity, energy balance at
discharge to natural conveyance). Please ensure FSP is consistent with WPO Plan design.
d. Albemarle does not accept improvements within public drainage easement, i.e., retaining walls.
Revised design (C-503) to remove pipe crossing beneath stepped retaining walls.
e. Show Aabel existing drainage easement for existing storm line between Ex. grate inlet (located
along proposed 20,000 cf detention system outfall) and Ashwood Blvd. right-of-way. If easement
does not exist, provide public drainage easement over existing elements of storm line on
development parcel that lie beyond Ashwood Blvd. right-of-way.
f. Since design relies on existing storm elements, verify adequacy of existing storm pipes, grates,
etc.
g. Provide public drainage easement between proposed f20,000cf UG detention system (SWM
facility easement) and existing storm system (grate inlet).
h. Label easement over outfalls (storm pipes) downstream of SWM facilities public drainage, and
submit separate easement plat.
i. Please check match -line sheet reference labels.
j. Note: Easement plat must be recorded prior to WPO Plan approval, and WPO plan must be
approved prior to FSP approval.
8. C-403
a. Label underground detention system.
b. Show Aabel SWM facility easement.
c. Avoid impact to currently mapped preserved steep slopes; impact appears imminent with proposed
retaining wall design. Applies to other design elements and grading, C-401, C-402, as well. If
field run survey indicates topography flatter than 25%, comment will be withdrawn provided
applicant coordinates survey with Engineering (slopes exhibit /survey data submittal required).
d. Acquire temporary off -site construction or permanent grading easement, as needed, to construct
proposed retaining walls along southern parcel boundary. Applies to C-401, C-402, as well,
where proposed grading or improvements may require temporary or permanent easement beyond
development parcel boundary.
9. C-402
a. Label SWM facility easement.
b. Provide /label public drainage easement over SWM facility outfall pipe.
10. C-401
a. Provide capture for runoff from entrance to this development, at U.S. Rt. 29, since approximate 8'
vertical grade break sends uncaptured runoff into U.S. Rt. 29 NBL.
b. Resolve apparent conflict between CG-12 and inlet on E side of roundabout (Int. travelway A-
travelway B).
c. Provide spot elevations to ensure positive drainage to inlets, especially grate inlets in pavement
(travelway E, for example).
11. C-305
a. Proposed Road A/Rt. 29 sight distance (left) vertical separation between sight line and U.S. Rt. 29
pavement appears to be < 0.25'. If as -built condition prevents 680' sight distance left, the
intersection of Road A / Rt. 29 may require constructive revision prior to zoning (or road plan)
bond release, or VDOT acceptance of this entrance onto U.S. Rte. 29 NBL.
12. C-303
a. Unless overlooked, please provide paver detail and curb transition detail (Private Road C).
Engineering Review Comments
Page 3 of 3
b. Recommend remove 6 parking spaces at east end of private road C, 3 spaces north and south of
6.7' R curb bullnose to enhance visibility and safety for operators reversing from these six spaces,
and for vehicles approaching on private road C.
13. C-302
a. 4.5' sidewalk width near retaining wall is insufficient, provide Min. 5' sidewalk width.
b. Provide guardrail for parking spaces that face retaining walls.
c. Provide /label street name signs for internal travelways.
14. C-301
a. Provide roll-top curb at roundabout at proposed grass paver fire access since CG-6 may limit
clearance for fire apparatus.
b. Provide roll-top -to -CG6 curb transition detail.
15. C-301 — C-303 (C301-C-304) [ Note: certain comments maybe duplicative.]
a. Provide sealed geotechnical drawings for retaining wall height> 4-ft.
b. Label all traffic control signs (No parking, stop, speed limit, etc.).
c. Recommend against curb radii < 3'. Recommend curb wipe -down for radii < 3'since such tight
radii susceptible to damage, or rapid deterioration. (see Roundabout, for example).
d. Label curb type/s, incl. CG-12.
e. Show /label attached unit drive /garage entrance curb radius.
16. C-200: Provide deed bk.-pg. reference for Ashwood Blvd. right-of-way.
Please feel free to call if any questions: 434.296-5832 -x3069
Thank you
I Anderson
SDP202100079 RST Residences ISP 111621.doc
�1 OF AL8
County of Albemarle
GEOGRAPHIC DATA SERVICES OFFICE
COMMUNITY DEVELOPMENT DEPARTMENT
PLAN REVIEW COMMENTS - E911
APPLICATION#: SDP202100079
TMP: 04600-00-00-10800
DATE: 11/4/21
Elise Kiewra
ekiewra@albemarle.ora
tel: 434-296-5832 ext. 3030
fax: 434-972-4126
Travelways A,B,C,D,E, will all require a road name. If travelway C will
eventually connect/ have an intersection with Archer Ave it will have to be
named Archer Ave.
This site will require a five (5) new private road name. Per Sec. 7-200-B of the County's Road Naming and
Property Numbering Ordinance (Page 2 of PDF).
"It is intended by this article that all roads within the County which serve or are designed to serve
three or more addressable structures will be named; and that all addressable structures within the
County will be assigned property numbers.
WWW.ALBEMARLE.ORG
401 McIntire Road, Suite 228 1 Charlottesville, VA 22902-4596
COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
Stephen C. Brich, P.E. 1401 East Broad Street (804) 7862701
Commissioner Richmond, Virginia 23219 Fax: (804) 7862940
October 26, 2021
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
Attn: Kevin McCollum
Re: RST Residences — Initial Site Plan
SDP-2021-00079
Review # 1
Dear Mr. McCollum:
The Department of Transportation, Charlottesville Residency Transportation and Land Use
Section, has reviewed the above referenced plan as prepared by Bohler, dated 30 September
2021, and offers the following comments:
1. Please provide Auto -TURN diagrams for both entrances to demonstrate that 13' lane
widths will allow vehicles to turn into the development.
2. Provide vertical profiles for both entrances.
3. Show a "Keep Right' sign (R4-7) at the beginning of the entrance median at Ashcroft Dr.
4. The left -turn lane from Ashcroft Dr. needs at least 100' of taper. If there is not enough
room to build this, it will require a Design Waiver.
5. The sight -distance -left profile for the entrance on Rte 29 comes as close as 3" to the
proposed ground. Tolerance this tight is impractical for highway construction. Sight -
distance -left will be checked before the applicable land -use permit is closed.
6. The sight -distance -right for the entrance on Ashwood Blvd looks onto a 4-lane divided
highway. Redraw the sight -distance -right line and profile using the proper distance from
Table 2-5 of Appendix F of the Road Design Manual.
7. The sight -distance lines for the Ashwood Blvd entrance appear to be hidden from view
on Sheet C-306. Please change the view settings so they are visible and reprint.
8. Please show limits of mill and overlay in full lane widths required to complete this work
on plans, ensuring compliance with Standard Drawing WP-2.
9. Note that the final plan must show conformance with the VDOT Road Design Manual
Appendices B(1) and F, as well as any other applicable standards, regulations or other
requirements.
Please provide a digital copy in PDF format of the revised plan along with a comment response
letter. If further information is desired, please contact Doug McAvoy Jr. at (540) 718-6113.
VirginiaDOT.org
WE KEEP VIRGINIA MOVING
October 26, 2021
Attn: Kevin McCollum
A VDOT Land Use Permit will be required prior to any work within the right-of-way. The
owner/developer must contact the Charlottesville Residency Transportation and Land Use
Section at (434) 422-9399 for information pertaining to this process.
Sincerely,
Adam J. Moore, P.E.
Asst. Resident Engineer — Land Use
Charlottesville Residency
Blue Ridge Health District
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Kevin McCollum, Senior Planner 1
Albemarle County Community Development
401 McIntire Road
Charlottesville, VA 22902
RE: RST Residences
Initial Site Plan
SDP2021-79
Tax Map: 46-109
Mr. McCollum:
Chorlotlesviller Albemarle
Hoolth WpatmPnt
1138 Rose M Drive
Chalollesvie, VA 22903
oft* 434-972-6200 1 t0X 434-972-4310
November 12, 2021
As requested, I've reviewed the Subject Site Plan (9/30/21) for the proposed
redevelopment referenced above. The plan proposes to utilize public water & sewer
systems for the new construction. There does not appear to be any existing private wells
that would be affected according to both the site plan and VDH records.
Our records are spotty, but there does appear to be a number of existing septic systems
that served the former trailer park. Number of systems and their locations are not
documented. Therefore, I recommend that verbiage be added to the plan to indicate that
any septic tanks that are encountered be abandoned in accordance with VDH policies and
procedures.
If there are any questions or concerns, please give me a call, 434-972-4306.
Sincerely,
Alan Mazurowski
Environmental Health Supervisor
Thomas Jefferson Health District
alan.mazurowski(&vdh.virginia. gov
Rivanna Water & Sewer Authority (RWSA)
General Water & Sanitary Sewer Notes
Last Revised: April 2016
1. All materials and methods of construction shall comply with the latest version of the General
Water and Sewer Design and Construction Standards — Version 1.0, adopted in December 2015,
except as modified below or modified in special notes.
2. RWSA shall approve all construction materials and methods of construction. A preconstruction
conference shall be held with RWSA prior to the start of any work.
3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001).
4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days
prior to the start of construction.
5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made
without coordination with and the presence of RWSA staff. No work shall be conducted on
RWSA facilities on weekends or holidays without special written permission from RWSA.
6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the
existing system. All doghouse manholes must be pressure -tested before a connection is made to
the system.
7. The location of existing utilities as shown on the plans is from data available at the time of design
and is not necessarily complete or accurate. The Contractor shall be responsible for the
verification of the location, size and depth of all existing utilities, both surface and subsurface.
The Contractor shall immediately notify the Engineer of any discrepancies between the plans and
field conditions. The Contractor shall use due diligence to protect all utilities and structures from
damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be
repaired by the Contractor to the original condition at no additional cost to the Owner.
8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without
special written permission from RWSA. No grading shall be permitted in the RWSA easement
unless permitted otherwise by RWSA in writing.
9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and
RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey
may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass
pumping and/or pre- and post -CCTV may be required. RWSA may also require certification
from a licensed professional engineer stating that the proposed blasting will not damage any
RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to
the original condition at no additional cost to the Owner.
10. The contractor shall observe minimum separation requirements for utility crossings. When a
crossing is made under an existing facility, adequate structural support shall be provided for the
existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the
springline of the existing pipe.
11. New water main installations shall be pressure tested, chlorinated, flushed and have water
samples approved prior to making any permanent connection to the public water system.
Approved methods of filling and flushing new water mains will be required to prevent any
contamination of the public water system.
12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into
service.
13. No permanent structural facilities will be permitted in the RWSA easement. This includes
building overhangs, retaining walls, footers for any structure, drainage structures, etc.
14. Trees are not permitted in the RWSA easement.