february 21 2024 packet

CENTREVILLE PLANNING COMMISSION

February 21, 2024 Liberty Building - 2nd Floor 107 North Liberty Street 7:00 p.m.

A G E N D A

I. CALL TO ORDER – Kara Willis – Chair II. Chair’s Announcements III. Review of Minutes from Previous Meetings a. October 18, 2023 meeting minutes b. November 1, 2023 work session minutes c. November 15, 2023 work session minutes d. December 6, 2023 work session minutes IV. Opening Statement V. Citizen Comment (Citizens are requested to keep their comments to three minutes) VI. Appearances a. Preliminary Site Plan Submittal – 216 N. Commerce Street, Mixed-Use Building; Tred

Avon Partners, LLC, Owner; Steve Layden, P.E., LEED AP, Dumb Home, LLC VII. New Business a. Schedule of tasks - discussion VIII. Old Business IX. Zoning Issues – Discussion X. Miscellaneous Business / Correspondence a. Approved Building Permit lists issued October, November and December 2023, January 2024 XI. Citizen Comment (Citizens are requested to keep their comments to three minutes) XII. Council Member Report

XIII. Adjournment Dumb Home, LLC 309 Windsor Ave Centreville, MD 21617 301-529-2368 dumbhome@gmail.com compacthomeplans.com www.dumbhome.com January 19, 2024 Town of Centreville Planning Commission Kara Voight , Chair 101 Lawyer’s Row Centreville, MD 21617 RE: Site Plan Planning Commission Submittal – Tred Avon Partners, LLC 216 N Commerce St Mixed-Use Building Dear Ms. Voight:

Please accept this site plan submission for review and placement on the February 21st Planning Commission agenda. We are providing 10 copies of the items listed below (one full size and nine 11x17) as well as digital scans:

• Schematic Design rendering and elevations by Torchio Architects

• “Site and Construction Plan” Sheets 1-9

• Stormwater Management Narrative

Note that we will be sending the engineering plans and the complete SWM report to QAC Department of Public Works staff and the Soil Conservation District for review. Before addressing the TAC comments, which we received on 1/8/2024, we wish to bring a few particular design choices that may be relevant to your evaluation of our design.

A. The site layout features a building-forward layout with nine parking spaces in the rear. As shown on Sheet 1 of the Site Plan, the required parking for the building is 14 spaces, and we are taking credit for shared parking under

170-32 B.

3. since the three required commercial spaces will only be in use during business hours, when the parking demand for the apartments is reduced. We also believe the Centreville parking requirements are rather generous, so under

170-32 B.

2, we are requesting a 2-space reduction by using the Anne Arundel County parking standards. With these two adjustments, the 14 spaces required is reduced to 9, matching the number proposed. The plan also lists several locations of adjacent public parking that are available to building users.

B. We are showing a one-way driveway, which is similar to conditions at the QAC Arts Council building and the driveway that serves the Thompson & Richard parking area (next to the new courthouse). We anticipate that during the rare circumstance where a car is entering the site while one is exiting, the exiting car would have right of way while the entering car on Commerce Street would temporarily pause traffic. Because the Miles Insurance building is set

back roughly 40 feet, entering traffic has clear site lines to determine if there is any exiting traffic coming. It should be noted that the traffic light at Water Street creates a platooning effect to allow reasonably patient drivers adequate opportunities to exit the driveway.

Tred Avon Partners – 216 N. Commerce St January 19, 2024 Page 2 C. Based on trash and recycling pickup at DMS’s building (a similarly-sized mixed use building), we believe trash trucks would back into the site and empty the bins located behind the building as shown on Site Plan Sheet 3. We are planning for three trash cans and three recycling cans to serve all 6 units.

D. The existing driveway serving the residence on the Echo 5 lot to the north is partly located on the subject property. Site Plan Sheet 2 shows a portion of the encroachment being removed with 2 feet of gravel driveway remaining on the subject property. This approach leaves a minimum of 9’ of gravel to serve the Echo 5 house, not including their concrete walk. We envision providing some small shrubs along the building to screen the foundation, and it is likely

that some HVAC will be placed within that strip of landscaping as well.

In reference to the TAC comments from our meeting on December 11, we offer the following:

1. Submitted project is a principle permitted use under §

170-22 A-10.

The ground floor is designated for commercial use.

RESPONSE: So noted.

2. Per queries in the Applicant’s cover:

3. This parking calculation should be acceptable on precedence and code, this is in the CBD and the

applicant can also prevail on §

170-22 F

inasmuch as the top deck of the State parking garage is available under agreement with the Town. We should ask the applicant if he inquired whether the County lot in the rear of the site can be cited for offsite calculations. It is clear the access road cannot be extended into that lot, but pedestrian access might.

RESPONSE: Thank you for mentioning the availability of the parking deck. We believe that between the on-site parking, the parking deck, nearby on-street spaces near Courthouse Square, and the proximity of the Department of Health parking lot, adequate provisions have been made. Please note the addition of a woodchip path in the location of an existing informal pathway between the subject lot and the DEH parking lot on Sheet 3 of the site plan.

4. The front yard setback should be acceptable per §

170-22 E

(1) as it sits where the prior structure was (see attached 2004 aerial). Also note that the Miles Insurance building front sits on the line between the County RESPONSE: So noted. We believe we've struck a good balance between the aesthetic constraints of the existing buildings on that block, the need to provide room for the water meter in the front yard, and the minimum setback from the power lines in terms of

construction safety.

5. The drive access lane does have a sidewalk along it per §

170-22 E

(2) however it is not ADA accessible from Commerce Street as currently designed….It can however be made to be so by separating the risers into the commercial from a ramped walk to the rear. The engineer should take a look at that condition. We should note as to the applicant’s suggestion for a sign on Commerce alerting its traffic to the conflict with traffic exiting the site, the town has no authority to place signs and the MSHA would

have to give approval. It should be noted that the Miles Insurance drive entry and the entry to the ECHO 5 lot mirror that proposed by the applicant. [While presumably beyond the prevue of the Town review authority, both Miles and Tred Avon’s ingress and egress issues could be eased by a private shared drive agreement for one-way use. This type of agreement could also be made with ECHO5 but with less

Tred Avon Partners – 216 N. Commerce St January 19, 2024 Page 3 workable width.] The nature of the commercial tenant is the wild card as a very popular use will exacerbate the potential congestion.

RESPONSE: We have redesigned the grades and the building entrance as you suggest to ensure a handicap accessible pathway to the building entrance located midway on the south side. The developer considered shared entrance with the neighboring Miles insurance Building, but chose to keep the project unencumbered by cross easements in that fashion. In addition, the grade change between the two lots would have been a complicating Factor.

6. Changing the railing along the walkway to the same as shown on the balconies would have more

consistency in the design of the structure and with the historic district.

RESPONSE: Thank you for the feedback. Due to the revised grades, the guard rail along the curb is no longer needed. Hand rails that match the railings of the balconies are now show on the architectural drawings.

7. I do not see any ADA access from the handicapped space in the parking lot to the sidewalk. There are

no doors in the east elevation therefore the south elevation door must be accessible.

RESPONSE: The sidewalk as graded, is ADA accessible without the need for a particular ramp by virtue of a gradual tapering curb adjacent to the north side of the trash corral. We have added a keynote clarifying that this is an accessible route to Sheet 4 of the Site Plans.

8. Trench repair in Commerce shall be in accordance with MSHA repair standards.

RESPONSE: So noted. The applicable detail is included on sheet 7 of the Site Plans.

9. 4” meter vault detail including in & out stenciling.

RESPONSE: The town provided a 6” meter vault which is shown on Sheet 6. We have added a note to stencil on the flow direction. We are looking into whether a 6’ service line and meter is required or whether 4” would be adequate. If we're able to go with 4”, we talked with Gillespie precast, and they believe the meter vault could be shrunk to 4 ft x 6 ft inside. In either case, we would prefer the headroom in the vault to be approved at 6 ft rather than the 7 ft currently

shown. With space at a premium in the front yard, the vault currently sits on the foundation footer directly adjacent to the basement foundation wall. With a vault that provides 7 ft of headroom (8’-2” tall), the vault would interfere with the siding and waterproofing on the front of the building. A lower vault means the top slab sits down below the siding. We look forward to finalizing these details later in the approval/permitting process.

10. 6” sewer laterals are used in Commerce Street.

RESPONSE: Thank you for that information, we have updated the notes on sheet 6 accordingly.

11. Has the applicant received comments from QAC Stormwater Management?

RESPONSE: We have preliminary verbal comments based on our sketch plan dated December 1st. Now that we have refined the design and provided a stormwater management report, we are resubmitting the project for a detailed review.

12. The subject property currently has one water/sewer allocation. A minimum of five additional

allocations will be required to be purchased by the property owner to service the currently proposed structure. The commercial use may require additional allocations to be purchased in the future, the Town reserves the option to recalculate based on use.

Tred Avon Partners – 216 N. Commerce St January 19, 2024 Page 4 RESPONSE: So noted. We trust that the town will work with the developer to prepare a public works agreement after planning commission approval.

The developer, Greg Torchio and I look forward to attending the Planning Commission meeting to provide additional insight into the building and site plans, as well as answering any questions you may have. We look forward to everyone’s feedback!

Sincerely, Steve Layden, P.E., LEED AP

COMMERCE STREET VIEW

WEST ELEVATION SOUTH ELEVATION EAST ELEVATION NORTH ELEVATION

SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" 01 :: 216 NORTH COMMERCE STREET MIXED USE BUILDING :: SCHEMATIC DESIGN :: January 18, 2024 205 E. Water Street, Suite A, Centreville, Maryland 21617 - 410.758.1000 COPYRIGHT TORCHIO ARCHITECTS, INC. 2024 "4/3 11-'33

MATERIALS

ALUMINUM STOREFRONT

ALUMINUM CLAD WOOD WINDOWS

PVC TRIM

VINYL OR CEMENT BOARD SIDING

ALUMINUM RAILINGS

CONCRETE FOUNDATION

SINGLE-PLY MEMBRANE ROOFING (NOT VISIBLE)

SITE AND CONSTRUCTION PLANS

216 N COMMERCE ST MIXED-USE BUILDING

SITE, SEC, STORMWATER MANAGAGEMENT, AND UTILITY PLANS

SITE NOTES

D

R

N

W

1. PROPERTY SHOWN HEREON IS DESIGNATED AS TAX MAP 44C,GRID 8, PARCEL 778. O

T

R

2. DEED REFERENCE: 4249/130 AND PLAT REFERENCE: E

T

S

3. THIS SITE IS ZONED CBD - CENTRAL BUSINESS DISTRICT H E

C

O

3.1. FRONT SETBACK = 0 FEET T

3.2. SIDE SETBACK = 0 FEET PLAN

3.3. REAR SETBACK = 5 FEET

4. EXISTING USE: VACANT

5. PROPOSED USE: MIXED COMMERCIAL AND RESIDENTIAL APARTMENT

6. PROPERTY LINES SHOWN HEREON ARE BASED ON A SURVEY TITLED, "SURVEY ON THE

LANDS OF TRED AVON PARTNERS, LLC" PREPARED BY MICHAEL A. SCOTT, INC DATED OCTOBER, 2023.

RD

7. TOPOGRAPHY WAS OBTAINED FROM THE AFOREMENTIONED SURVEY AND IS ON AN

ASSUMED HORIZONTAL AND VERTICAL DATUM.

8. THE PROPERTY IS SERVED BY THE PUBLIC WATER AND SEWER.

9. SOILS WITHIN THE LIMIT OF DISTURBANCE CONSIST ENTIRELY OF INGLESIDE SANDY LOAM

(IgA), HYDROLOGIC SOIL GROUP A, K FACTOR 0.15, AS PER THE USDA-NRCS WEB SOIL

SITE

SURVEY AS OF OCTOBER 2023.

SITE STATISTICS

10. THE PROPERTY IS NOT LOCATED WITHIN THE ONE PERCENT CHANCE FLOOD PLAIN

ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S F.I.R.M. MAP FOR TOTAL SITE AREA = (cid:27)(cid:15)(cid:25)(cid:25)(cid:25)(cid:3)(cid:54)(cid:41)(cid:147) (cid:19)(cid:17)(cid:20)(cid:28)(cid:28)(cid:3)(cid:36)(cid:38)(cid:17)(cid:3)(cid:147) QUEEN ANNE'S COUNTY, PANEL NO. 24035C0212D, DATED: 11/05/2014.

EXISTING IMPERVIOUS AREA (6.5%) = (cid:3)(cid:3)(cid:3)(cid:24)(cid:25)(cid:21)(cid:3)(cid:54)(cid:41)(cid:147) (cid:19)(cid:17)(cid:19)(cid:20)(cid:22)(cid:3)(cid:3)(cid:36)(cid:38)(cid:17)(cid:3)(cid:147)

11. THE PROPERTY IS NOT LOCATED WITHIN THE CHESAPEAKE BAY CRITICAL AREA. IMPERVIOUS AREA TO BE REMOVED = (cid:3)(cid:3)(cid:3)(cid:23)(cid:26)(cid:20)(cid:3)(cid:54)(cid:41)(cid:3)(cid:147) (cid:19)(cid:17)(cid:19)(cid:20)(cid:20)(cid:3)(cid:3)(cid:36)(cid:38)(cid:17)(cid:3)(cid:147)

12. THERE APPEAR TO BE NO NON-TIDAL WETLANDS ON THE PROPERTY. IMPERVIOUS AREA TO BE ADDED = (cid:26)(cid:15)(cid:20)(cid:23)(cid:28)(cid:3)(cid:3)(cid:54)(cid:41)(cid:3)(cid:147) (cid:19)(cid:17)(cid:20)(cid:25)(cid:23)(cid:3)(cid:36)(cid:38)(cid:17)(cid:3)(cid:147)

RESULTING IMPERVIOUS AREA (83.5%) = (cid:26)(cid:15)(cid:21)(cid:23)(cid:19)(cid:3)(cid:54)(cid:41)(cid:3)(cid:147) (cid:19)(cid:17)(cid:20)(cid:25)(cid:25)(cid:3)(cid:3)(cid:36)(cid:38)(cid:17)(cid:3)(cid:147)

13. THERE ARE NO STEEP SLOPES ON THE PROPERTY.

MAXIMUM IMPERVIOUS AREA (85%) = (cid:26)(cid:15)(cid:22)(cid:25)(cid:25)(cid:3)(cid:54)(cid:41)(cid:3)(cid:147) (cid:19)(cid:17)(cid:20)(cid:25)(cid:28)(cid:3)(cid:3)(cid:36)(cid:38)(cid:17)(cid:3)(cid:147)

14. NO FOREST IS PROPOSED TO BE DISTURBED AS PART OF THE PROPOSED DEVELOPMENT.

15. THE PROPERTY DOES NOT APPEAR TO CONTAIN RARE, THREATENED OR ENDANGERED TO

US

301 216 N COMMERCE ST MIXED-USE BUILDING

SPECIES HABITAT AND IS NOT MAPPED AS A SENSITIVE SPECIES PROJECT REVIEW AREA PARKING CALCULATIONS REVISED 12/11/2023 AS OF NOVEMBER 2023.

VICINITY MAP

900 S.F. COMMERCIAL @ 1 SPACE PER 300 SF = 3 SPACES

SCALE: 1" = 1000' ONE 1-BR RESIDENTIAL APARTMENT @ 1.5 SPACES EACH = 1.5 SPACES

GENERAL NOTES

FOUR 2-BR RESIDENTIAL APARTMENTS @ 2.25 SPACES EACH = 9 SPACES

TOTAL PARKING SPACES REQUIRED PER TOWN CODE = 14 SPACES

1. THE EXISTING UTILITIES SHOWN IN THESE DRAWINGS IS BASED ON BEST AVAILABLE INFORMATION, AND

WE ARE NOT AWARE OF ANY UNDERGROUND UTILITIES ON THE PROPERTY. NO GUARANTEE TO THE

INDEX OF DRAWINGS

ACCURACY OF THE LOCATION (HORIZONTAL OR VERTICAL) IS MADE BY THE ENGINEER. CONTRACTOR TO SHARED PARKING CREDIT PER

170-32 B. 3. FOR OFFSET COMMERCIAL

FIELD VERIFY AND TEST PIT AS NEEDED TO VERIFY THE LOCATION OF THE EXISTING UTILITIES. THIS AND RESIDENTIAL PARKING TIMES = 3 SPACE REDUCTION SHALL BE DONE AS PART OF THE CONTRACT FOR THE WORK SHOWN IN THESE DRAWINGS. ANY DAMAGE SHEET # DESCRIPTION REDUCED PARKING CREDIT PER

170-32 B. 2. BASED ON ANNE ARUNDEL COUNTY

INCURRED TO SUCH UTILITIES SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. PARKING STANDARDS (14% REDUCTION) 2 SPACE REDUCTION

1 TITLE SHEET

2. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING TWO (2) WEEKS PRIOR TO THE START OF 2 EXISTING CONDITIONS PLAN (ONE 1-BR APT. @ 1 SPC./UNIT + FOUR 2-BR APTS. @ 2 SPC./UNIT

CONSTRUCTION TO SCHEDULE A PRE-CONSTRUCTION MEETING: 3 SITE PLAN 1 + 8 = 9 SPACES REQUIRED FOR DWELLINGS IN AA COUNTY PER 18-3-104 4 GRADING & SEDIMENT & EROSION CONTROL PLAN COMPARED TO 11 SPACES REQUIRED NY CENTREVILLE CODE) TOWN OF CENTREVILLE DEPT. OF PUBLIC WORKS 410-758-1180 5 STORMWATER MANAGEMENT PLAN QUEEN ANNE'S COUNTY DEPT. OF PUBLIC WORKS 410-758-0925 6 UTILITY PLAN NET REQUIRED PARKING SPACES REQUIRED = 9 SPACES

DELMARVA POWER 410-758-0830 7 SEDIMENT & EROSION CONTROL DETAILS

MISS UTILITY 800-441-8355 8 STORMWATER DETAILS SPACES PROVIDED = 9 SPACES DUMB HOME, LLC 1-410-758-2237 9 STORMTECH DETAILS NOTE THAT ADDITIONAL ON-STREET PARKING SPACES ARE AVAILABLE IN THE COURTHOUSE SQUARE AREA, AS WELL AS OFFSITE SPACES BEING AVAILABLE ON AT

THE LIBERTY STREET RAISED PARKING DECK AND IN THE ADJACENT DEPARTMENT

3. ALL CONSTRUCTION WITHIN PUBLIC AND PRIVATE ROADS SHALL BE MARKED FOR TRAFFIC AND OWNER / DEVELOPER PREMISE ADDRESS OF HEALTH PARKING LOT.

PEDESTRIAN SAFETY. ALL SIGNS SHALL BE PLACED IN ACCORDANCE WITH SECTION VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

TRED AVON PARTNERS, LLC 216 N COMMERCE ST

4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOWN OF PO BOX 387 CENVREVILLE, MD 21617

CENTREVILLE DEPARTMENT OF PUBLIC WORKS.

11 MARCIA LN

5. THE CONTRACTOR ASSUMES ALL RESPONSIBILITIES FOR ANY DEVIATIONS FROM THESE PLANS, UNLESS DORSET, VT 05251

SAID DEVIATION IS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL RECEIVE WRITTEN (443) 480-2532 PERMISSION FROM THE ENGINEER IF A DEVIATION OF THE PLAN IS NECESSARY.

SURVEYOR ENGINEER

6. ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROVIDE POSITIVE DRAINAGE IN THE DIRECTION

PLANNING COMMISSION CERTIFICATE

OF FLOW ARROWS, SPOT GRADES, AND CONTOURS SHOWN HEREON AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING AND MULCHING SHALL BE REPEATED MICHAEL A. SCOTT, INC. DUMB HOME, LLC THIS IS TO CERTIFY THAT THIS SITE PLAN WAS APPROVED BY UNTIL SETTLEMENT SUBSIDES (SEE EROSION AND SEDIMENT CONTROL SPECIFICATIONS). 400 S CROSS ST, STE 4 309 WINDSOR AVE THE CENTREVILLE PLANNING COMMISSION ON THE DAY 7. ALL TRASH, TREES, DEMOLITION DEBRIS, AND UNDERBRUSH ARE TO BE CLEARED AND REMOVED OFF CHESTERTOWN, MD 21620 CENTREVILLE, MD 21617

OF , 20 . SITE TO AN APPROVED DUMP SITE BY THE CONTRACTOR. PHONE: (410) 778-2310 PHONE: (301) 529-2368

8. ANY EXCESS EXCAVATED MATERIAL PLACED OUTSIDE OF THOSE AREAS DESIGNATED ON THIS PLAN

SHALL MEET APPROVAL OF THE TOWN AND QUEEN ANNE'S COUNTY INSPECTORS AND ENGINEER.

.

9. ANY EXISTING SURVEY MONUMENTATION THAT IS DISTURBED DURING CONSTRUCTION SHALL BE

SIGNATURE DATE

REPLACED BY A REGISTERED SURVEYOR AT THE CONTRACTOR'S EXPENSE.

10. ALL FILL AREAS WITHIN LIMITS OF PAVEMENT, BUILDING CONSTRUCTION, AND OTHER AREAS AS

DESIGNATED ON THESE PLANS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY AND LAID DEPARTMENT OF EMERGENCY AND COMPACTED IN 8" MAXIMUM LIFTS.

SEDIMENT & EROSION CONTROL

SERVICES OFFICE OF THE FIRE 11. ALL FILL AREAS WITHIN LIMITS OF WALKS, PATIOS, ETC. SHALL BE COMPACTED TO 90% MODIFIED PROCTOR DENSITY AND LAID AND COMPACTED IN 8" MAXIMUM LIFTS. SITE INFORMATION:

MARSHAL CERTIFICATE

12. IF POSSIBLE, EXCAVATIONS AND TRENCHES SHALL NOT REMAIN OPEN OVERNIGHT. IF IT IS NECESSARY

FOR TRENCHES TO REMAIN OPEN, STEEL PLATES, CAPABLE OF BEARING TRAFFIC, SHALL BE USED TO TOTAL SITE AREA 8,666 SQ.FT.

THIS IS TO CERTIFY THAT THIS SITE PLAN WAS APPROVED BY THE QUEEN

COMPLETELY COVER THE TRENCH OR SAFETY FENCING SHALL BE INSTALLED TO COMPLETELY ENCLOSE LIMIT OF DISTURBANCE (ONSITE) 8,666 SQ.FT

ANNE'S COUNTY DEPARTMENT OF EMERGENCY SERVICES - OFFICE OF

THE FIRE MARSHAL ON THE DAY OF , 20 . THE EXCAVATION OR TRENCH. PROPOSED IMPERVIOUS AREA 7,240 SQ.FT

VEGETATIVELY STABILIZED AREA 1,426 SQ.FT

13. THE CONTRACTOR SHALL PROVIDE THE QUEEN ANNE'S COUNTY SWM INSPECTOR AND THE TOWN OF

LIMIT OF DISTURBANCE (OFFSITE) 50 SQ.FT

CENTREVILLE WITH A SET OF RED-LINED AS-BUILTS OF THE PROPOSED STORMWATER FACILITIES. RED

OFFSITE IMPERVIOUS AREA 50 SQ.FT

LINES SHALL SHOW THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND PIPING AND

JEFFREY MORGAN, FIRE MARSHAL . TOTAL LIMIT OF DISTURBANCE 8,716 SQ.FT

STRUCTURES AS SURVEYED, BEFORE BEING BACKFILLED.

APPROVED BY: APPROVED BY: REVISIONS: DATE: Dumb Home, LLC TITLE SHEET SHEET:

Professional Certification:

DECEMBER 1, 2023

I hereby certify that these 309 Windsor Ave 1/19/2024 ADDRESS TAC COMMENTS, SUBMIT FOR PLAN. COM.

TOWN OF SCALE: documents were Centreville, MD 21617 216 N COMMERCE ST 1 prepared or approved by TOWN OF CENTREVILLE ENGINEER DATE QA Co. DEPT. OF PUBLIC WORKS DATE 1" = 60' dumbhome@gmail.com CENTREVILLE, me, and that I am a duly MIXED-USE BUILDING www.dumbhome.com licensed Professional MARYLAND APPROVED BY: JOB NUMBER: Engineer under the laws 301-529-2368

3RD ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MD

23-013 of the State of Maryland, License No. 31184, TAX MAP 44C, GRID 8, PARCEL 778 of 9

DESIGNER:

Expiration Date: 1-16-25. DATE: PREPARED FOR: TRED AVON PARTNERS, LLC QA Co. SOIL CONSERVATION SERVICE DATE SEL COPYRIGHT C 2024

LEGEND

EXISTING

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APPROVED BY: APPROVED BY: REVISIONS: DATE: Dumb Home, LLC EXISTING CONDITIONS PLAN SHEET:

Professional Certification:

DECEMBER 1, 2023

I hereby certify that these 309 Windsor Ave 1/19/2024 ADDRESS TAC COMMENTS, SUBMIT FOR PLAN. COM.

TOWN OF SCALE: documents were Centreville, MD 21617 216 N COMMERCE ST 2 prepared or approved by TOWN OF CENTREVILLE ENGINEER DATE QA Co. DEPT. OF PUBLIC WORKS DATE 1" = 20' dumbhome@gmail.com CENTREVILLE, me, and that I am a duly MIXED-USE BUILDING www.dumbhome.com licensed Professional MARYLAND APPROVED BY: JOB NUMBER: Engineer under the laws 301-529-2368

3RD ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MD

23-013 of the State of Maryland, License No. 31184, TAX MAP 44C, GRID 8, PARCEL 778 of 9

DESIGNER:

Expiration Date: 1-16-25. DATE: PREPARED FOR: TRED AVON PARTNERS, LLC QA Co. SOIL CONSERVATION SERVICE DATE SEL COPYRIGHT C 2024 S.H.A.MIXNo.2

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GENERALNOTE:

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2.EXPANSIONJOINTSAT25'INTERVALS.

SIDEWALKDETAIL

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APPROVEDBY: APPROVEDBY: REVISIONS: DATE: DumbHome,LLC SITEPLAN SHEET:

ProfessionalCertification:

DECEMBER1,2023

Iherebycertifythatthese 309WindsorAve 1192024 ADDRESSTACCOMMENTS,SUBMITFORPLAN.COM.

TOWNOF SCALE: documentswere Centreville,MD21617 216NCOMMERCEST 3 preparedorapprovedby TOWNOFCENTREVILLEENGINEER DATE QACo. DEPT.OFPUBLICWORKS DATE 1"=20' dumbhome@gmail.com CENTREVILLE, me,andthatIamaduly MIXED-USEBUILDING www.dumbhome.com licensedProfessional MARYLAND APPROVEDBY: JOBNUMBER: Engineerunderthelaws 301-529-2368

3RDELECTIONDISTRICT,QUEENANNE'SCOUNTY,MD

23-013 oftheStateofMaryland, LicenseNo.31184, TAXMAP44C,GRID8,PARCEL778 of 9

DESIGNER:

ExpirationDate:1-16-25. DATE: PREPAREDFOR:TREDAVONPARTNERS,LLC QACo. SOILCONSERVATIONSERVICE DATE SEL COPYRIGHT C 2024 "5.7 4 5 6 7 8 9 7'-0"LONG,370LBS.,TWO58"X18"ANCHORPINS.

SPECIFICATIONSFORQUALITY:SMOOTHSTEELFORM A

FINISH,HIGHSTRENGTH-4500P.S.I.

B

TYPICALPARKINGBLOCKDETAIL

NOTTOSCALE

NOTES:

1. SIGNSHALLMEETTHEMUTCD

STANDARDSFORANR7-1SIGN.

2. PAINTSHALLBEREDONWHITE.

3. SIGNINSTALLEDIONBUILDINGWALL

WITHBOTTOMEDGE6'-0"ABOVE

WALK

ALUMINUM

SIGNSTOCK

COMPACTEDFILLORSUBGRADE

WITH

GRAPHICS

PERMUTCD

REQUIREMENTS

TREECANOPYCALCULATIONS

TOTALSITEAREA= (cid:27)(cid:15)(cid:25)(cid:25)(cid:25)(cid:3)(cid:54)(cid:41)(cid:147) PERCENTAGEOFTREECOVERREQUIRED(15)= (cid:20)(cid:15)(cid:22)(cid:19)(cid:19)(cid:3)(cid:54)(cid:41)(cid:147)

SEEPLANFOR

PROPOSEDTREES

ARROWDIRECTION

1MEDIUMTREE(900SFPERTABLEA) 900SF

1SMALLTREE(400SF) 400SF

TOTALPROPOSEDTREECANOPY 1,300SF

PARTIALELEVATION

NOTTOSCALE

NOPARKINGSIGNDETAIL

NOTTOSCALE

SCD PLAN INFORMATION GENERAL PERMIT REQUIREMENTS SEDIMENT & EROSION CONTROL

LEGEND SITE INFORMATION:

1 SAWCUT EX. CURB TO NEAREST JOINT AND POUR NEW 3' RADIUS CURB AND NOSE DOWN THE FOLLOWING ITEMS HAVE BEEN ADDRESSED TO MEET THE REQUIREMENTS OF THE GENERAL

COUNTY: QUEEN ANNE'S COUNTY

FLUSH WITH PROPOSED SIDEWALK. PERMIT FOR STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (NPDES NUMBER MDRC, EXISTING PROPOSED APPROVING AUTHORITY: QUEEN ANNE'S COUNTY SCD STATE DISCHARGE PERMIT NUMBER 14GP). TOTAL SITE AREA 8,666 SQ.FT.

2 SAWCUT EX. ASPHALT AND PAVE PROPOSED CONCRETE APRON FLUSH.

LIMIT OF DISTURBANCE (ONSITE) 8,666 SQ.FT

OWNER'S NAME: TRED AVON PARTNERS, LLC

OWNER'S ADDRESS: PO BOX 387 3 4' LONG HANDICAP RAMP (MAX SLOPE 12:1 OR 8.33%). 1) UTILIZATION OF ENVIRONMENTAL SITE DESIGN PROPOSED IMPERVIOUS AREA 7,240 SQ.FT

VEGETATIVELY STABILIZED AREA 1,426 SQ.FT

111 MARCIA LN 4 CURB NOSE-DOWN BETWEEN INLET AND CONCRETE DRIVE APRON. 2) MAINTENANCE OF LIMITS OF DISTURBANCE TO PROTECT NATURAL AREAS LIMIT OF DISTURBANCE (OFFSITE) 50 SQ.FT

DORSET, VT 05251

5 CONTRACTOR SHALL ENSURE THAT NO SIDEWALK SLOPE EXCEEDS 5% IN ANY 3) CONTROL OF CONSTRUCTION EQUIPMENT AND VEHICLES OFFSITE IMPERVIOUS AREA 50 SQ.FT DEVELOPER'S NAME: SAME AS OWNER DIRECTION BETWEEN THE SIDE DOOR AND THE HANDICAP PARKING SPACE. TOTAL LIMIT OF DISTURBANCE 8,716 SQ.FT 20 DEVELOPER'S ADDRESS: 4) EVALUATION AND APPROPRIATE LIMITATION OF SITE CLEARING 6 TAPER CURB FROM 0" HIGH AT 99.9 GRADE TO 6" HIGH AT 99.3 GRADE.

21 STANDARD STABILIZATION NOTE

5) EVALUATION AND DESIGNATION OF SITE AREA FOR PHASING OR SEQUENCING

7 LOD AND SILT FENCE SHALL BE PLACED ON THE PROPERTY LINE, OR AS CLOSE AS 1.5% FEASIBLE. SHOWN OFFSET FOR CLARITY. "FOLLOWING INITIAL SOIL DISTURBANCE OR DEVELOPER'S PHONE: 443-480-2532 6) IDENTIFICATION OF SOILS AT HIGH RISK FOR EROSION AND ADVANCED STABILIZATION 8 PLACE SILT FENCE 1' INSIDE PROPERTY LINE AND USE EXCAVATED MATERIAL AND 1' TECHNIQUES TO BE USED REDISTURBANCE, PERMANENT OR TEMPORARY

PLAN: MIXED COMMERCIAL & RESIDENTIAL APRTMENTS WIDE SOD STRIPS TO CREATE A DIVERSION BERM THAT ROUTES CLEAN OVERLAND STABILIZATION SHALL BE COMPLETED WITHIN THREE RUNOFF TOWARD COMMERCE ST. 7) IDENTIFICATION OF STEEP SLOPES AND DESIGNATION OF LIMITATIONS ON CLEARING THEM CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER FOR INFORMATION CONTACT: STEVE LAYDEN, P.E. CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES,

PHONE: 301-529-2368 8) EVALUATION AND DESIGNATION OF STABILIZATION REQUIREMENTS AND TIME LIMITS AND AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 PROTECTION MEASURES FOR DISCHARGES TO THE CHESAPEAKE BAY, IMPAIRED WATERS OR

VERTICAL (3:1); AND SEVEN DAYS AS TO ALL OTHER

WATERS WITH AN ESTABLISHED TOTAL MAXIMUM DAILY LOAD (TMDL).

CONTRACTOR'S NAME: DISTURBED OR GRADED AREAS ON THE PROJECT SITE."

CONTRACTOR'S ADDRESS:

CONTRACTOR'S PHONE: NOTE:

EROSION AND SEDIMENT CONTROL

X X SITE NAME:

SITE ADDRESS:

WILL BE STRICTLY ENFORCED.

SCD APPROVAL NUMBER:

SS S SS

C/O C/O

W W

M M

O.W.

RD

> >

E

E

SOIL BORING LOCATION

AuB HSG C

LIMIT OF DISTURBANCE LOD

SILT FENCE SF

SUPER SILT FENCE SSF

FILTER LOG FL-8

STABILIZED

CONSTRUCTION ENTRANCE

TEMP. STOCKPILE LOCATION

1. CONTACT THE QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS AT 1-410-758-0925 AND THE TOWN OF 2 WEEKS

CENTREVILLE DPW AT 410-758-1180, A MINIMUM OF TWO (2) WEEKS PRIOR TO THE START OF CONSTRUCTION TO

SCHEDULE A PRE-CONSTRUCTION MEETING.

2. INSTALL STABILIZED CONSTRUCTION ENTRANCE AND PERIMETER CONTROLS PER PLAN. (SILT FENCE AND FILTER 3 DAYS

LOGS ALONG COMMERCE STREET MUST WAIT UNTIL AFTER THE SIDEWALK DEMOLITION IN ITEM 3.)

3. DEMOLISH EXISTING SIDEWALK AND WATER METER PIT. TEST PIT EXISTING WATER AND SEWER STUBS TO VERIFY 1 WEEK

EXISTING CONDITIONS. IF NECESSARY, SAWCUT THE ROAD PAVEMENT AND CONNECT A NEW WATER SERVICE AND PROVIDE A STUB INTO THE SITE. BACKFILL TRENCH WITH STRUCTURAL FILL AND REPAIR PER MSHA DETAIL ASAP TO MINIMIZE THE NEED TO COVER TRENCH WITH PLATES. INSTALL REMAINING SILT FENCE AND FILTER LOGS & REFRESH STABILIZED CONSTRUCTION ENTRANCE IF NECESSARY.

4. CLEAR AND GRUB THE SITE, WITH ALL MATERIAL REMOVED FROM THE SITE TO EITHER AN APPROVED RUBBLE FILL 1 DAY

SITE OR OFFSITE TOPSOIL STOCKPILE LOCATION.

5. CONSTRUCT STORMTECH UNDERGROUND CHAMBER STORMWATER FACILITY INCLUDING MANHOLE AND PIPE STUBS 1 WEEK

OUT TOWARD INLETS. PROVIDE TEMPORARY PIPE CAPS. UTILIZE SOIL STOCKPILE AREA #1 DURING EXCAVATION, AND RELOCATE ANY REMAINING STOCKPILED MATERIALS TO AREA #2 AFTER BACKFILLING THE SYSTEM.

6. EXCAVATE FOR BUILDING FOUNDATION AND WATER METER VAULT. SOILS CAN BE STOCKPILED IN STOCKPILE AREA 2 DAYS

#2 AS NEEDED TO CREATE POSITIVE DRAINAGE MIMICKING EXISTING CONDTIIONS AND TO ALLOW FOR BACKFILL AROUND THE FOUNDATION.

7. CONSTRUCT FOOTERS, BASEMENT FOUNDATION, AND SET WATER METER VAULT IN PLACE. 1 WEEK

8. EXTEND PROPOSED WATER AND SEWER SERVICE PIPES INTO BASEMENT. BACKFILL FOUNDATION, REMOVING 1 DAY

STOCKPILE AREA #2.

9. CONSTRUCT PROPOSED BUILDING. 9 MONTHS

10. THIS ITEM CAN BE PERFORMED AT ANY TIME DURING BUILDING CONSTRUCTION:INSTALL DRY UTILITIES, INCLUDING 1 WEEK

CONDUIT, IF NECESSARY.

11. AS BUILDING CONSTRUCTION IS WRAPPING UP, INSTALL REMAINING STORM DRAIN PIPES, INLETS AND ROOF DRAINS, 3 DAYS

CONNECTING INLETS TO THE PRE-BUILT STORMTECH SYSTEM. PROVIDE 60 mil EPDM SHEET MATERIAL UNDER GRATES TO PREVENT WATER FROM ENTERING THE UNDERGROUND CHAMBER AT THIS TIME. CONNECT BUILDING ROOF DRAINS TO UNDERGROUND ROOF DRAIN PIPES.

12. FINE GRADE PAVED AREAS AND REMOVE EXCESS MATERIAL FROM STOCKPILE AREA #2 TO AN APPROVED OFFSITE 1 WEEK

LOCATION. INSTALL PAVEMENT SUB-BASE PER PLAN. NOTE THAT THE DRIVEWAY ENTRANCE WILL ONLY BE 12' WIDE UNTIL STEP 14.

13. FINE GRADE DRIVEWAY APRON, WALKS AND CURBS AND INSTALL SUB-BASE, THEN INSTALL THOSE CONCRETE 1 WEEK

IMPROVEMENTS.

14. REMOVE SOUTH-SIDE 141 LF OF SILT FENCE AND WIDEN THE ENTRANCE TO 14' AS SHOWN. REFRESH PAVEMENT 3 DAYS

SUB-BASE AND INSTALL PAVEMENT BASE COURSE. REPLACE EPDM MATERIAL WITH NEW FILTER LOG MATERIAL RINGED AROUND BOTH INLET GRATES.

15. INSTALL VEGETATED FILTREXX BIOWALL (OR OWNER-APPROVED EQUAL) ALONG SOUTH PROPERTY LINE. 2 DAYS

16. INSTALL VOLUNTARY LANDSCAPING AND REQUIRED TREES TO SATISFY CENTREVILLE TREE CANOPY CODE. 1 DAY

17. FINE GRADE REMAINING DISTURBED AREAS AND STABILIZE WITH 3" TOPSOIL AND SOD. (SEED AND MULCH ARE AN 2 DAYS

ACCEPTABLE ALTERNATIVE, BUT SOD IS RECOMMENDED FOR INSTANT ROBUST STABILIZATION, PARTICULARLY

ALONG THE FRONT AND SIDES OF THE PROPERTY.)

18. ONCE ALL AREAS ARE STABILIZED, REMOVE INLET PROTECTION AND PAVE TOP COURSE OF ASPHALT. 2 DAYS

19. UPON APPROVAL FROM THE SITE INSPECTOR, REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL 1 DAY

DEVICES.

SEE SHEET 7 FOR RELATED DETAILS

APPROVED BY: APPROVED BY: REVISIONS: DATE: Dumb Home, LLC GRADING &SEDIMENT & EROSION CONTROL PLAN SHEET:

Professional Certification:

DECEMBER 1, 2023

I hereby certify that these 309 Windsor Ave 1/19/2024 ADDRESS TAC COMMENTS, SUBMIT FOR PLAN. COM.

TOWN OF SCALE: documents were Centreville, MD 21617 216 N COMMERCE ST 4 prepared or approved by TOWN OF CENTREVILLE ENGINEER DATE QA Co. DEPT. OF PUBLIC WORKS DATE AS NOTED dumbhome@gmail.com CENTREVILLE, me, and that I am a duly MIXED-USE BUILDING www.dumbhome.com licensed Professional MARYLAND APPROVED BY: JOB NUMBER: Engineer under the laws 301-529-2368

3RD ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MD

23-013 of the State of Maryland, License No. 31184, TAX MAP 44C, GRID 8, PARCEL 778 of 9

DESIGNER:

Expiration Date: 1-16-25. DATE: PREPARED FOR: TRED AVON PARTNERS, LLC QA Co. SOIL CONSERVATION SERVICE DATE SEL COPYRIGHT C 2024 (cid:54)(cid:50)(cid:44)(cid:47)(cid:3)(cid:37)(cid:50)(cid:53)(cid:44)(cid:49)(cid:42)(cid:3)(cid:6)(cid:20)(cid:3)(cid:16)(cid:3)(cid:40)(cid:47)(cid:40)(cid:57)(cid:17)(cid:32)(cid:20)(cid:19)(cid:19)(cid:17)(cid:19)(cid:147)

STORMWATER INFOMATION

LEGEND

DEPTH FROM BOTTOM 1 SAWCUT EX. CURB TO NEAREST JOINT AND POUR NEW 2' RADIUS CURB AND NOSE DOWN EXISTING PROPOSED STEP NO REQUIREMENT R V E O Q L U U IR M E E D P V R O O L V U ID M E E D NOTES S (I U N R C F H A E C S E ) OF E L LA E Y V E . R SOIL TEXTURE NOTES FLUSH WITH PROPOSED SIDEWALK.

2 SAWCUT EX. ASPHALT AND PAVE PROPOSED CONCRETE APRON FLUSH, 3' RADIUS.

0"-8" 99.3 TOPSOIL -

WATER

1 QUALITY 948 cf 2,862 cf STORMTECH 8"-20" 98.3 SANDY LOAM - 3 SEE ELECTRICAL PLANS FOR PROPOSED WALL-MOUNTED PARKING LOT LIGHTING.

DRY WELL

(ESDv) 4 HANDICAP PARKING SIGN FASTENED TO BUILDING WALL PER DETAIL THIS SHEET.

20"-33" 97.2 SILT LOAM -

RECHARGE STORMTECH 5 9'x9' FENCED TRASH CORRAL. FENCING SHALL BE 5' HIGH WHITE VINYL PER OWNER WITH 2 948 cf 2,862 cf 33"-65" 94.6 SANDY LOAM TRACE OF 3/4" GRAVEL A 4' WIDE LATCHING DOOR. CONCRETE PAD SHALL BE 4" CONCRETE ON 4" CR-6 PER (Rev) DRY WELL 20 SIDEWALK DETAIL THIS SHEET.

65"-73" 93.9 SILT LOAM -

21 CHANNEL 6 DRYWELL SHALL UTILIZE WOVEN IMPERMEABLE GEOTEXTILE CLOTH ON FOUR SIDES 1.5% 3 PROTECTION 1,747 cf 2,862 cf STORMTECH 73"-105" 91.2 COARSE SILTY SAND 10% OF 3/4" GRAVEL AND TOP. NO GEOTEXTILE ALLOWED ON BOTTOM.

DRY WELL

(Cpv)

105"-116" 90.3 COARSE SAND CLEAN, GRAY SAND

OVERBANK

NOT 116"-141" 88.2 COARSE SAND REDDISH SAND, POCKETS OF

4 FLOOD N/A 4,506 cf

REQUIRED LOAMY SAND BELOW 132"

(Qp)

141"-149" 87.2 MEDIUM SAND CLEAN, GRAY SAND

EXTREME

NOT MOTTLING AT 146"

5 FLOOD N/A N/A

(Qf) REQUIRED 1/11/2024 INFILTRATION RATE: 9.0 in/hr TEST DEPTH: (cid:20)(cid:22)(cid:27)(cid:5)(cid:15)(cid:3)(cid:40)(cid:47)(cid:40)(cid:57)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:27)(cid:27)(cid:17)(cid:24)(cid:147) (cid:36)(cid:54)(cid:54)(cid:56)(cid:48)(cid:40)(cid:39)(cid:3)(cid:43)(cid:44)(cid:42)(cid:43)(cid:3)(cid:42)(cid:53)(cid:50)(cid:56)(cid:49)(cid:39)(cid:58)(cid:36)(cid:55)(cid:40)(cid:53)(cid:3)(cid:40)(cid:47)(cid:40)(cid:57)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:32)(cid:3)(cid:20)(cid:23)(cid:25)(cid:5)(cid:15)(cid:3)(cid:40)(cid:47)(cid:40)(cid:57)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:27)(cid:26)(cid:17)(cid:27)(cid:147)

X X

SS S SS

C/O C/O

W W

M M

O.W.

RD

> >

E

E

SOIL BORING LOCATION

AuB HSG C

LIMIT OF DISTURBANCE LOD

SILT FENCE SF

SUPER SILT FENCE SSF

FILTER LOG FL-8

STABILIZED

CONSTRUCTION ENTRANCE

TEMP. STOCKPILE LOCATION

SEE SHEET 8 FOR RELATED DETAILS

APPROVED BY: APPROVED BY: REVISIONS: DATE: Dumb Home, LLC STORMWATER MANAGEMENT PLAN SHEET:

Professional Certification:

DECEMBER 1, 2023

I hereby certify that these 309 Windsor Ave 1/19/2024 ADDRESS TAC COMMENTS, SUBMIT FOR PLAN. COM.

TOWN OF SCALE: documents were Centreville, MD 21617 216 N COMMERCE ST 5 prepared or approved by TOWN OF CENTREVILLE ENGINEER DATE QA Co. DEPT. OF PUBLIC WORKS DATE AS NOTED dumbhome@gmail.com CENTREVILLE, me, and that I am a duly MIXED-USE BUILDING www.dumbhome.com licensed Professional MARYLAND APPROVED BY: JOB NUMBER: Engineer under the laws 301-529-2368

3RD ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MD

23-013 of the State of Maryland, License No. 31184, TAX MAP 44C, GRID 8, PARCEL 778 of 9

DESIGNER:

Expiration Date: 1-16-25. DATE: PREPARED FOR: TRED AVON PARTNERS, LLC QA Co. SOIL CONSERVATION SERVICE DATE SEL COPYRIGHT C 2024

UTILITY NOTES

LEGEND 1. CONTRACTOR SHALL TEST PIT EXISTING STUB (LOCATION FROM RETTALACK & SONS AS-BUILT) AND NOTIFY ENGINEER AND TOWN DPW STAFF. IF STUB IS 6" PVC, THE EXISTING PROPOSED PROPOSED WATER METER CAN BE CONNECTED DIRECTLY TO THE STUB. IF STUF IS 4" PVC, NOTIFY THE SPRINKLER DESIGNER TO DETERMINE IF THE PROPOSED WATER PLAN

METER CAN BE CONNECTED DIRECTLY TO THE STUB WITH A 4>6 REDUCER. IF THE

STUB IS SMALLER THAN 4", THE STUB SHALL BE CUT BACK AS CLOSE AS POSSIBLE TO

THE CORPORATION STOP OR MAIN AND CAPPED DURING THE WORK TO CONNECT THE

NEW 6" WATER SERVICES.

2. COORDINATE METER VAULT WITH ARCHITECT'S FOUNDATION PLAN. THE TOP OF

20 21 (cid:57)(cid:36)(cid:56)(cid:47)(cid:55)(cid:3)(cid:40)(cid:47)(cid:40)(cid:57)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:44)(cid:54)(cid:3)(cid:51)(cid:53)(cid:50)(cid:51)(cid:50)(cid:54)(cid:40)(cid:39)(cid:3)(cid:55)(cid:50)(cid:3)(cid:37)(cid:40)(cid:3)(cid:36)(cid:51)(cid:51)(cid:53)(cid:50)(cid:59)(cid:44)(cid:48)(cid:36)(cid:55)(cid:40)(cid:47)(cid:60)(cid:3)(cid:40)(cid:47)(cid:40)(cid:57)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:28)(cid:28)(cid:17)(cid:23)(cid:3)(cid:147)(cid:3)(cid:25)(cid:5)(cid:15)(cid:3)(cid:58)(cid:44)(cid:55)(cid:43)

THE VAULT SITTING ON TOP OF THE FOUNDATION FOOTER. THIS REQUIRES THE

1.5% FOOTER TO BE STEPPED DOWN TO ACCOMMODATE THE VAULT HEIGHT.

3. CONTRACTOR SHALL COORDINATE WITH DRY UTILITY PROVIDERS (ELECTRIC, PHONE,

DATA) TO SERVE THE BUILDING FROM THIS UTILITY POLE. IF CONDUITS ARE

REQUIRED, ADDITIONAL SIDEWALK DEMOLITION AND RECONSTRUCTION MAY BE

NECESSARY.

1 inch = 5 ft.

X X

SS S SS

C/O C/O

W W

M M

O.W.

RD

> >

E

E

NOTES:

1. SEE ENGINEER OR TOWN OF CENTREVILLE DEPARTMENT

OF PUBLIC WORKS FOR ADDITIONAL CUT SHEETS AND

SPECIFICATIONS THAT ACCOMPANY THIS DETAIL, WHICH

RELATE TO PIPING, BENDS, VALVES, LID ETC.

2. METER VAULT SHALL BE DELIVERED WITH PAINT

STENCILING TO INDICATE DIRECTION OF FLOW - "IN" AND

"OUT LOCATED ON THE APPROPRIATE VAULT ENDS

3. DETAIL SHALL BE MIRRORED TO SUIT PLAN LAYOUT THIS

SHEET.

APPROVED BY: APPROVED BY: REVISIONS: DATE: Dumb Home, LLC UTILITY PLAN SHEET:

Professional Certification:

DECEMBER 1, 2023

I hereby certify that these 309 Windsor Ave 1/19/2024 ADDRESS TAC COMMENTS, SUBMIT FOR PLAN. COM.

TOWN OF SCALE: documents were Centreville, MD 21617 216 N COMMERCE ST 6 prepared or approved by TOWN OF CENTREVILLE ENGINEER DATE QA Co. DEPT. OF PUBLIC WORKS DATE 1" = 5' dumbhome@gmail.com CENTREVILLE, me, and that I am a duly MIXED-USE BUILDING www.dumbhome.com licensed Professional MARYLAND APPROVED BY: JOB NUMBER: Engineer under the laws 301-529-2368

3RD ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MD

23-013 of the State of Maryland, License No. 31184, TAX MAP 44C, GRID 8, PARCEL 778 of 9

DESIGNER:

Expiration Date: 1-16-25. DATE: PREPARED FOR: TRED AVON PARTNERS, LLC QA Co. SOIL CONSERVATION SERVICE DATE SEL COPYRIGHT C 2024

STANDARD SYMBOL STANDARD SYMBOL

SF SF

CONSTRUCTION SPECIFICATIONS

1. USE WOOD POSTS 13 4 X 13 4(cid:3)(cid:147)(cid:3)1 16 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS AN

ALTERNATIVE TO WOODEN POST USE STANDARD "T" OR "U" SECTION STEEL POSTS WEIGHING NOT LESS THAN 1 POUND PER LINEAR FOOT.

2. USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO MORE THAN 6 FEET APART.

3. USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS AND FASTEN GEOTEXTILE SECURELY

TO UPSLOPE SIDE OF FENCE POSTS WITH WIRE TIES OR STAPLES AT TOP AND MID-SECTION.

4. PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE

INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE GEOTEXTILE USED MEETS THE REQUIREMENTS IN

SECTION H-1 MATERIALS.

5. EMBED GEOTEXTILE A MINIMUM OF 8 INCHES VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT THE SOIL

ON BOTH SIDES OF FABRIC.

6. WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST, AND STAPLE TO POST IN ACCORDANCE WITH

THIS DETAIL.

7. EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT

FLOW

45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS OF THE SILT FENCE.

8. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN SEDIMENT

REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN. IF UNDERMINING OCCURS, REINSTALL FENCE.

CROSS SECTION

POSTS

STEP 1 STEP 2

STAPLE STAPLE

STAPLE STAPLE

STAPLE STAPLE

STEP 3 FINAL

CONFIGURATION

STAPLE STAPLE

1 1 APPROVED BY: APPROVED BY: REVISIONS: DATE: Dumb Home, LLC SEDIMENT & EROSION CONTROL DETAILS SHEET:

Professional Certification:

DECEMBER 1, 2023

I hereby certify that these 309 Windsor Ave 1/19/2024 ADDRESS TAC COMMENTS, SUBMIT FOR PLAN. COM.

TOWN OF SCALE: documents were Centreville, MD 21617 216 N COMMERCE ST 7 prepared or approved by TOWN OF CENTREVILLE ENGINEER DATE QA Co. DEPT. OF PUBLIC WORKS DATE AS NOTED dumbhome@gmail.com CENTREVILLE, me, and that I am a duly MIXED-USE BUILDING www.dumbhome.com licensed Professional MARYLAND APPROVED BY: JOB NUMBER: Engineer under the laws 301-529-2368

3RD ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MD

23-013 of the State of Maryland, License No. 31184, TAX MAP 44C, GRID 8, PARCEL 778 of 9

DESIGNER:

Expiration Date: 1-16-25. DATE: PREPARED FOR: TRED AVON PARTNERS, LLC QA Co. SOIL CONSERVATION SERVICE DATE SEL COPYRIGHT C 2024

NOTES:

1. CONCRETE: MARYLAND SHA MIX #6 (4500 PSI).

2. REINFORCING: 2 LAYERS 4x4 W4xW4MEETING ASTM 185.

3. PIPE OPENINGS PER SITE REQUIREMENTS.

4. INVERT TO BE INSTALLED IN FIELD BY OTHERS.

5. FRAME AND GRATE PER MD-374.02.

A A

2'-8"

TOP VIEW

AS REQ.

6" WALLS

(typ.) AS REQ.

6" 5'-6"

SECTION A-A

PRECAST INLET

Modified WR Inlet

DRAWN BY: DWG# :

J.T. 1 of 1 SCALE: Not to Scale DATE: 1-5-04 4'-0 1/4" 3" 3'-6 1/4" 3"

STANDARD WR SINGLE

FRAME & GRATE. FOR

DETAILS SEE STDS.

MD-374.02 & MD-374.03

PLAN

TOP OF PAVEMENT

5 (cid:5)(cid:145)(cid:3)(cid:36)(cid:49)(cid:38)(cid:43)(cid:50)(cid:53)(cid:3)(cid:37)(cid:50)(cid:47)(cid:55)(cid:15) 8 1/2" 8 1/2" 8

4 PER FRAME

(FOR DETAILS SEE

STANDARD MD-374.02).

2'- 7 1/4" REINFORCEMENT: NO.

(cid:23)(cid:145)(cid:3)(cid:39)(cid:40)(cid:41)(cid:50)(cid:53)(cid:48)(cid:40)(cid:39)(cid:3)(cid:37)(cid:36)(cid:53)(cid:54)

@6"C/C 2 WAYS 2"

COVER

SECTION A-A

POSITION OF CURB WHEN

REQUIRED- TO BE PAID FOR PER

TOP OF PAVEMENT

LINEAR FEET OF STANDARD CURB.

BRICK OR

CONCRETE

CHANNEL NOTE:

INLET SHALL BE CONSTRUCTED OF

TO SLOPE

REINFORCED CONCRETE (MIX NO.2).

AT LEAST 2"

SIZE, TYPE, AND DIRECTION OF OUTLET PIPE

PER FOOT

WILL VARY TO SUIT EACH CASE AND THE

TOWARD

INVERT WILL BE ALTERED ACCORDINGLY.

OUTLET

BRICK FOR MASONRY, TO COMPLY WITH THE

8 1/2" 8 1/2" LATEST S.H.A. SPECIFICATIONS. IF LADDER

RUNGS ARE REQUIRED SEE STANDARD

SECTION B-B

MD-383.91 OR MD-383.92.

MARYLAND DEPARTMENT OF TRANSPORTATION

STATE HIGHWAY ADMINISTRATION

STANDARDS FOR HIGHWAYS AND INCIDENTAL STRUCTURES

SINGLE WR INLET

STANDARD NO. MD-374.06

APPROVED BY: APPROVED BY: REVISIONS: DATE: Dumb Home, LLC STORMWATER DETAILS SHEET:

Professional Certification:

DECEMBER 1, 2023

I hereby certify that these 309 Windsor Ave 1/19/2024 ADDRESS TAC COMMENTS, SUBMIT FOR PLAN. COM.

TOWN OF SCALE: documents were Centreville, MD 21617 216 N COMMERCE ST 8 prepared or approved by TOWN OF CENTREVILLE ENGINEER DATE QA Co. DEPT. OF PUBLIC WORKS DATE AS NOTED dumbhome@gmail.com CENTREVILLE, me, and that I am a duly MIXED-USE BUILDING www.dumbhome.com licensed Professional MARYLAND APPROVED BY: JOB NUMBER: Engineer under the laws 301-529-2368

3RD ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MD

23-013 of the State of Maryland, License No. 31184, TAX MAP 44C, GRID 8, PARCEL 778 of 9

DESIGNER:

Expiration Date: 1-16-25. DATE: PREPARED FOR: TRED AVON PARTNERS, LLC QA Co. SOIL CONSERVATION SERVICE DATE SEL COPYRIGHT C 2024

DETAIL

NOT

USED

PROVIDE 30" COVER UNTIL READY TO INSTALL PAVEMENT SUB-BASE

LOWEST ELEVATION OF CR-6 SUB-BASE ELEV = 98.6

ELEV=97.1

ELEV=96.1

ELEV=91.1

ELEV=90.3

DEPTH TO GROUNDWATER

NOTE SITE-SPECIFIC ELEVATIONS (cid:32)(cid:3)(cid:21)(cid:17)(cid:24)(cid:10)(cid:3)(cid:147)(cid:3)(cid:11)(cid:40)(cid:47)(cid:40)(cid:57)(cid:32)(cid:27)(cid:26)(cid:17)(cid:27)(cid:12) APPROVED BY: APPROVED BY: REVISIONS: DATE: Dumb Home, LLC STORMTECH DETAILS SHEET:

Professional Certification:

DECEMBER 1, 2023

I hereby certify that these 309 Windsor Ave 1/19/2024 ADDRESS TAC COMMENTS, SUBMIT FOR PLAN. COM.

TOWN OF SCALE: documents were Centreville, MD 21617 216 N COMMERCE ST 9 prepared or approved by TOWN OF CENTREVILLE ENGINEER DATE QA Co. DEPT. OF PUBLIC WORKS DATE AS NOTED dumbhome@gmail.com CENTREVILLE, me, and that I am a duly MIXED-USE BUILDING www.dumbhome.com licensed Professional MARYLAND APPROVED BY: JOB NUMBER: Engineer under the laws 301-529-2368

3RD ELECTION DISTRICT, QUEEN ANNE'S COUNTY, MD

23-013 of the State of Maryland, License No. 31184, TAX MAP 44C, GRID 8, PARCEL 778 of 9

DESIGNER:

Expiration Date: 1-16-25. DATE: PREPARED FOR: TRED AVON PARTNERS, LLC QA Co. SOIL CONSERVATION SERVICE DATE SEL COPYRIGHT C 2024

S D

ITE EVELOPMENT

S M N

TORMWATER ANAGEMENT ARRATIVE

FOR

216 N C S

OMMERCE T

C , MD

ENTREVILLE

PREPARED FOR:

TRED AVON PARTNERS, LLC

11 MARCIA LN

DORSET, VT 05251

PREPARED BY:

DUMB HOME, LLC

309 WINDSOR AVE

CENTREVILLE, MD 21617

JANUARY, 2024

PROFESSIONAL CERTIFICATION:

I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND.

STEVE LAYDEN, LICENSE NO. 31184 DATE:

EXPIRATION DATE: 1/16/2025

JOB #23-011

TABLE OF CONTENTS

I NARRATIVE

a) Project Summary

b) Vicinity Map

c) USDA Soils

II WATER QUALITY CALCULATIONS

a) ESD Volume Calculations

b) ESD Practice Worksheet: Bioretention

c) ESD Practice Worksheet: Grass Swale

III CRITICAL AREA 10% RULE CALCULATIONS

IV EXISTING STORM DRAIN CAPACITY

(FOR MATAPEAKE IMPROVEMENTS BY OTHERS)

V ONSITE STORM DRAIN CAPACITY CALCULATIONS

a) Storm Drainage (10-year storm)

b) Roof Drain (100-year storm)

VI HYDROLOGIC ANALYSIS OF EXISTING SETTLING POOLS

VII GEOTECHNICAL BORINGS AND INFILTRATION

VIII MAPS

a) ESD Practice Drainage Map

b) Phase 1 Post-Development Drainage Area Map

STORMWATER MANAGEMENT NARRATIVE

216 N COMMERCE ST

The project consists of a 32’ x 60’ mixed use building with a rear parking lot to be built on a 8,666 sqft vacant lot at 216 North Commerce Steet in the Central Business District of Centreville. The lot formerly included a single-family house, which was demolished between 2013 and 2018. Soils consist of Ingleside Sandy Loam, which are categorized as hydrologic Group A, according to the USDA Web Soil Survey. The majority of the site is turf grass with

gradual slopes draining from right to left when facing the lot (south to north using “plan north” on the site plans.) The stormwater system shown in the engineering plans consists of an underground dry well system using Stormtech® chambers and their robust isolator row for pretreatment and collection of trash. This is an Environmental Site Design (ESD) microscale practice described Maryland Stormwater Design Manual under section M-5, Dry Wells. The dry well is intended

to infiltrate runoff rather than discharging it, and the enclosed soil boring log shows that the soils at the lower portion of the drywell intercept well-drained sand, with more than two feet of separation to seasonal high groundwater.

The dry well is fed by two roof drains at the rear of the building, an inlet in the rear parking lot, and an inlet in the driveway near the building’s front entrance. As a result, the vast majority of proposed impervious areas are captured by the system, with only the front sidewalk and drive apron draining into North Commerce Street. We have sized the system to accommodate a drainage area that includes roughly half of the upstream Miles Insurance Agency, which drains

onto the subject property.

As a result of this development, potential runoff flowing to the Lots to the North (Echo 5 and Hunter Properties), should see a significant reduction in runoff entering their properties from the subject lot because it will be intercepted and collected in the dry well. Moreover, the design calls for impermeable fabric to be provided along the top and sides of the system in order to limit infiltration from the bottom only, and not the sides. With the bottom of the

system located roughly 9’ below grade, the possibility of infiltration increasing basement flooding on adjacent properties is minimized.

The drywell provides water quality and water quantity management. The required water quality volume is 948 cubic feet (cf), and the system volume is significantly larger at 2,862 cf, so the required ESD volume is exceeded by a factor of three.

We have evaluated the system performance in the HydroCAD modeling software for the 2, 10 and 100—year storms and determined the existing and proposed runoff characteristics.

DRAINAGE AREA PEAK RUNOFF RATES

Existing (cfs) Proposed (cfs) 2-Year Storm 0.67 1.00 10-Year Storm 1.40 1.69 100-Year Storm 2.22 2.43 The soils are extremely well-drained below a depth of about six feet when the sandy loam changes to course sand, with infiltration rates measured from 9 inches per hour to 12. We conservatively used an infiltration rate of 4 inches per hour in the HydroCAD model, and the chart below demonstrates the system performance:

DRY WELL PERFORMANCE

Discharge Runoff Volume Ponding Depth Rate (cfs) Discharged (cf) in Dry Well (ft) 2-Year Storm 0.0 0 2.89 10-Year Storm 0.0 0 5.45 100-Year Storm 0.03/0.56* 675 6.75 (Full)

* 0.03 cfs under normal conditions, 0.56 cfs if infiltration is neglected

Evaluating this information, here are the key takeaways:

• There is no discharge from the drywell in the 2 and 10-year events: all runoff

reaching the drywell is infiltrated.

• In the 100-year event, the system fills up and discharges into North

Commerce via the double inlet at a minimal peak rate of 0.03 cfs

• Even if there were no infiltration from the system (which is unlikely given the

ability of the isolator row to sequester a decade or more of trash and sediment), the maximum discharge rate from the site would be 0.56 cfs.

• Only 675 cf of runoff is discharged from the site, assuming normal

infiltration, which is roughly 11 percent of the 5,969 cf of runoff entering the system. 5,294 cf of runoff is infiltrated

• The system drains completely in about 20 hours, assuming normal

infiltration. This means the system will be able to accommodate back-toback storms.

• Ponding depth in the drywell (the stone reservoir is 6.75’ deep) is reasonable,

with the system only filling up in roughly a 50-year storm. In a 100-year storm, the system is full and slowly overflowing for roughly an hour via the double inlet near North Commerce. The timing of this overflow is delayed past the peak rainfall, meaning the rush of water in the street will have probably already passed by the time the system overflows.

CONCLUSION

The proposed dry well is an extremely effective system to provide water quality and water quantity treatment. The water quality requirement is exceeded, with the ESD volume provided roughly 3 times that required. Water quantity management is provided for storms up through the 100-year event, with any runoff exiting the site runs harmlessly into the adjacent street.

Adjacent and downstream properties are adequately protected from negative consequences from stormwater discharges from the subject property. The Stormtech Isolator Row provides superior pretreatment to sequester accumulated sediment and trash, which protects the performed and infiltration capacity of the drywell. The isolator row can be conveniently maintained by using water jet to push accumulated waste toward the inflow manhole where it

is collected in a vacuum truck. The developer intends for the property to be run by a management company that will enter into a contract for inspection and maintenance of the drywell/Stormtech® system.

(cid:54)(cid:50)(cid:44)(cid:47)(cid:3)(cid:37)(cid:50)(cid:53)(cid:44)(cid:49)(cid:42)(cid:3)(cid:6)(cid:20)(cid:3)(cid:16)(cid:3)(cid:40)(cid:47)(cid:40)(cid:57)(cid:17)(cid:32)(cid:20)(cid:19)(cid:19)(cid:17)(cid:19)(cid:147)

DEPTHFROM BOTTOM

SURFACE OFLAYER SOILTEXTURE NOTES

(INCHES) ELEV.

0"-8" 99.3 TOPSOIL -

8"-20" 98.3 SANDYLOAM -

20"-33" 97.2 SILTLOAM -

33"-65" 94.6 SANDYLOAM TRACEOF34"GRAVEL

65"-73" 93.9 SILTLOAM -

73"-105" 91.2 COARSESILTYSAND 10OF34"GRAVEL

105"-116" 90.3 COARSESAND CLEAN,GRAYSAND

116"-141" 88.2 COARSESAND REDDISHSAND,POCKETSOF

LOAMYSANDBELOW132"

141"-149" 87.2 MEDIUMSAND CLEAN,GRAYSAND

MOTTLINGAT146"

1112024 INFILTRATIONRATE:9.0inhr TESTDEPTH: (cid:20)(cid:22)(cid:27)(cid:5)(cid:15)(cid:3)(cid:40)(cid:47)(cid:40)(cid:57)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:27)(cid:27)(cid:17)(cid:24)(cid:147) (cid:36)(cid:54)(cid:54)(cid:56)(cid:48)(cid:40)(cid:39)(cid:3)(cid:43)(cid:44)(cid:42)(cid:43)(cid:3)(cid:42)(cid:53)(cid:50)(cid:56)(cid:49)(cid:39)(cid:58)(cid:36)(cid:55)(cid:40)(cid:53)(cid:3)(cid:40)(cid:47)(cid:40)(cid:57)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:32)(cid:3)(cid:20)(cid:23)(cid:25)(cid:5)(cid:15)(cid:3)(cid:40)(cid:47)(cid:40)(cid:57)(cid:36)(cid:55)(cid:44)(cid:50)(cid:49)(cid:3)(cid:27)(cid:26)(cid:17)(cid:27)(cid:147)

LEGEND

EXISTING PROPOSED

20 21 1.5

X X

SS S SS

CO CO

W W

M M

O.W.

RD

E

E

SOILBORINGLOCATION

AuB HSGC

LIMITOFDISTURBANCE LOD

SILTFENCE SF

SUPERSILTFENCE SSF

FILTERLOG FL-8

STABILIZED

CONSTRUCTIONENTRANCE

TEMP.STOCKPILELOCATION

APPROVEDBY: APPROVEDBY: REVISIONS: DATE: DumbHome,LLC DRAINAGEAREAMAP SHEET:

ProfessionalCertification:

DECEMBER1,2023

Iherebycertifythatthese 309WindsorAve 1192024 ADDRESSTACCOMMENTS,SUBMITFORPLAN.COM.

TOWNOF SCALE: documentswere Centreville,MD21617 216NCOMMERCEST 5a preparedorapprovedby TOWNOFCENTREVILLEENGINEER DATE QACo. DEPT.OFPUBLICWORKS DATE ASNOTED dumbhome@gmail.com CENTREVILLE, me,andthatIamaduly MIXED-USEBUILDING www.dumbhome.com licensedProfessional MARYLAND APPROVEDBY: JOBNUMBER: Engineerunderthelaws 301-529-2368

3RDELECTIONDISTRICT,QUEENANNE'SCOUNTY,MD

23-013 oftheStateofMaryland, LicenseNo.31184, TAXMAP44C,GRID8,PARCEL778 of 9

DESIGNER:

ExpirationDate:1-16-25. DATE: PREPAREDFOR:TREDAVONPARTNERS,LLC QACo. SOILCONSERVATIONSERVICE DATE SEL COPYRIGHT C 2024

TECHNICAL ADVISORY COMMITTEE

MINUTES

The Town of Centreville Technical Advisory Committee met on Monday, December 11, 2023 via Zoom. The following members were in attendance: Carolyn Brinkley, Acting Town Manager; Stacey Dahlstrom, Town Planner; Sharon VanEmburgh, Town Attorney; Michael Whitehill, Town Engineer; Betty Jean Hall, Acting Town Clerk; Kip Matthews, Director of Public Works; and Gary Phillips, Acting Director of Public Works.

The Technical Advisory Committee provided the following comments:

TRED AVON PARTNERS, LLC – SKETCH PLAN REVIEW

PROPOSED MIXED USE – 216 NORTH COMMERCE STREET

CENTREVILLE BUSINESS DISTRICT – MAP 044C – PARCEL 0778

1. Submitted project is a principle permitted use under §

170-22 A-10.

The ground floor is designated for commercial use.

2. Per queries in the Applicant’s cover:

3. This parking calculation should be acceptable on precedence and code, this is in the CBD

and the applicant can also prevail on §

170-22 F

inasmuch as the top deck of the State parking garage is available under agreement with the Town. We should ask the applicant if he inquired whether the County lot in the rear of the site can be cited for offsite calculations. It is clear the access road cannot be extended into that lot, but pedestrian access might.

4. The front yard setback should be acceptable per §

170-22 E

(1) as it sits where the prior structure was (see attached 2004 aerial). Also note that the Miles Insurance building front sits on the line between the County Health Department building and the proposed building which is also desirable.

5. The drive access lane does have a sidewalk along it per §

170-22 E

(2) however it is not ADA accessible from Commerce Street as currently designed….It can however be made to be so by separating the risers into the commercial from a ramped walk to the rear. The engineer should take a look at that condition. We should note as to the applicant’s suggestion for a sign on Commerce alerting its traffic to the conflict with traffic exiting the site, the town has no authority to place signs and the MSHA would have to give

approval. It should be noted that the Miles Insurance drive entry and the entry to the ECHO 5 lot mirror that proposed by the applicant. [ While presumably beyond the prevue of the Town review authority, both Miles and Tred Avon’s ingress and egress issues could be eased by a private shared drive agreement for one-way use. This type of agreement could also be made with ECHO5 but with less workable width.] The nature of

the commercial tenant is the wild card as a very popular use will exacerbate the potential congestion.

6. Changing the railing along the walkway to the same as shown on the balconies would

have more consistency in the design of the structure and with the historic district.

7. I do not see any ADA access from the handicapped space in the parking lot to the

sidewalk. There are no doors in the east elevation therefore the south elevation door must be accessible.

8. Trench repair in Commerce shall be in accordance with MSHA repair standards.

9. 4” meter vault detail including in & out stenciling.

10. 6” sewer laterals are used in Commerce Street.

11. Has the applicant received comments from QAC Stormwater Management?

12. The subject property currently has one water/sewer allocation. A minimum of five

additional allocations will be required to be purchased by the property owner to service the currently proposed structure. The commercial use may require additional allocations to be purchased in the future, the Town reserves the option to recalculate based on use.

MEMORANDUM

TO: TOWN OF CENTREVILLE FROM: STACEY DAHLSTROM, AICP

PLANNING COMMISSION SD

SENIOR PLANNER, EPR FOR

CENTREVILLE

ORGANIZATION: CENTREVILLE MD DATE: FEBRUARY 14, 2024

Re: 216 N Commerce Street - Mixed Use Building

 URGENT X FOR YOUR USE  PLEASE COMMENT PLEASE REPLY 

PLEASE RECYCLE

Introduction The Applicant seeks Site Plan Review (§170-22 A. (10) in accordance with the provisions of §170-

47) for a new three floor 5,260 square feet mixed-use building on a currently vacant lot proposed

to consist of 900 square feet of commercial, one, one bedroom and four two bedroom residential apartments (updated since the original application which notes ground floor commercial use and five one-bedroom residential apartments). The site (Map 44C, Parcel 778) is approximately 8,236 square feet (Property Land Area: SDAT) to 8,666 SF (Total Site Area noted on Site and Construction Plans) in size.

Future Land Use and Zoning: Central Business District (CBD) The following excerpt (page 36) from the Future Land Use Centreville Comprehensive Plan 2040 Central Business District (CBD) establishes the continued support/consistency for Mixed Use Residential (ground floor commercial uses) provided in CBD zoning noted below.

“…This designation encompasses properties within downtown where mixed-use development is encouraged, and a broad array of commercial and institutional land uses would continue to be allowed. The Plan also encourages residential apartments above commercial storefronts and new residential buildings with densities that can meaningfully increase the resident population in the CBD, such as one housing unit per 1,200 square feet of lot area…”

1 Future Land Use Map The proposed use (Mixed Use Residential with ground floor retail) is permitted in CBD Zoning, especially in accordance with the following from §170-22, and §170-22 (A) 10 as well as §170-22 (E) and (F) (relevant excerpts noted here:

“…The zone permits retail and service uses of a limited intensity which serve the needs of the neighborhood and highway-oriented population. It is also the intent of this zone that new development and redevelopment be consistent with the existing historic nature of Centreville with regard to building setbacks, building orientation and lot coverage.” 2 “(A)10. Apartments in multistory buildings, provided that the portion of the ground

floor fronting the street remains commercial, and the property will be subject to site plan review when converted to such use.” “E. Except as otherwise noted in the Schedule of Zone Regulations, the following additional requirements shall apply to the CBD District:

1. Front yard setbacks shall be established by setbacks of existing buildings

located on either side of the lot to be developed. Where no buildings exist on either side of the lot to be developed, the average setback from the edge of the street to the building front of all buildings along the street shall be used to determine the maximum setback of the proposed development.

2. Side yard setbacks can be reduced to zero except where pedestrian access is

provided to parking areas or other uses. Where vehicular access is provided along the side yard, a four-foot-wide sidewalk shall also be provided along the vehicular access.

3. The ground floor street frontage of each structure shall be pedestrianoriented, and windows shall be provided to the maximum extent practical

rather than blank walls.

F. Parking shall be provided in accordance with Article IV of this chapter. The Planning and Zoning Commission may consider the use of existing on-street parking areas and/or other existing public parking areas in meeting the minimum parking requirements for a proposed use, if the applicant can demonstrate that said parking spaces and areas will be available at the appropriate times for the patrons, residents or employees of the proposed use.”

As provided in Section 170-47D, the Planning and Zoning Commission’s role is to review and approve, conditionally approve, or reject a site plan.

This Application was reviewed by the Town of Centreville Technical Advisory Committee on Monday December 11, 2023, the minutes are included in your package and the applicant has provided responses and updated their submittal including responses to those comments.

For your convenience Site Plan Review Checklist – Overview (170-47) is provided at the conclusion of this memo. In addition to the comments provided below, some additional items for clarification have been noted in the Checklist that the Planning Commission should consider.

.

3 The location of 106 N Commerce Street is provided in the attached snip from Google Maps to provide an image re the larger context of the location of the property. The property formerly had a single-family residential structure located on it; context of its former location/placement is provided on the 2004 aerial (shared by Mike Whitehill from Property View).

Goggle Street View - 2022 4 2004 Property View Aerial 5 Google Aerial View 2024 Comments Please note some of these items address responses to TAC comments which are referenced as they are not addressed in numerical order.

1. Placement of building and front setback. The applicant notes per TAC comment 4: That they

worked to strike a balance between the aesthetic constraints of the existing buildings on the block and the need to provide room for the water meter in the front yard and the minimum setback from the property lines (regarding construction safety). It’s unfortunate that the water meter utility box and other applicable site constraints can’t provide placement of the building to be in closer alignment with the entry steps for the two adjacent properties to the North towards

Turpin’s Lane. The placement of the building does appear to be in alignment with the existing one story building (noted as EX ONE STORY FRAME DWELLING Sheets 2-5) immediately to the North.

6

2. Regarding the Applicant’s response to TAC item #6 the railing on the entryway to the proposed

building being updated to provide more consistency with the ones proposed for the balconies as well as the adjacent historic properties, while it is appreciated that the handrails shown for the entrance have been updated to match the railings of the balconies, additional consideration to include the matching balusters is appreciated.

As noted in the Town’s Design Guidelines “If a proposed building is not adjacent to other buildings having a desirable architectural character, the Planning Commission may require the application to use contextual elements found elsewhere within the area.” Please see the railing in place across the street (google street view image below), as it appears to more closely match the proposed detail provided on the balconies and both buildings have

balusters on the railings (white ones on the white building are in the center helping distinguish front porch areas for each side). Updating the Handrails on the ground floor entryway to also include the balusters will provide a more cohesive/consistent design feature, help integrate the design better with adjacent properties and help unify the commercial and residential aspects of the mixed use structure.

3.

Google Street view west side of Commerce Street (W and NW of the site) 4. As noted on Sheet one, based on the Parking calculations required in Article IV

§170-32 Offstreet

Parking, the proposed uses (900 square feet of Commercial, one, one bedroom and four two bedroom residential apartments) require 14 parking spaces, and the applicant provides 7 information for the Planning Commission’s consideration for the requested deviation to 9 spaces (reduction of 5 spaces, approximately 36%).

a. TAC Comment item #3, Regarding the availability of the Parking Deck of the State Parking Garage being under agreement with the Town. Please note that the Town is not comfortable committing to any availability of the State Parking Garage parking deck at this time. Recommend updating the Note on Sheet 1 of 9 regarding

“...OFFSITE SPACES MAY BEING AVAILABLE ON AT THE LIBERTY

STREET RAISED PARKING DECK…”.

b. Noting the applicant has indicated the addition of a wood path in the location of an existing informal pathway from the proposed lot and the County owned lot on Sheet 3 of the site plan? Has the applicant confirmed that the parking in the lot is available for shared use with the enhanced (woodchip) pedestrian access and that the County is supportive of the woodchip improvement of the path? It appears to be a separate lot

from the parking area immediately behind the QAC Health Department (see clip from QAC property view below). The entire parking area behind the County Health Department Building shows up as a Public Parking Lot with 127 spots on Google Maps.

Lot @ 207 Banjo Lane – QAC Property View 8 As noted above, “The Planning and Zoning Commission may consider the use of existing on-street parking areas and/or other existing public parking areas in meeting the minimum parking requirements for a proposed use, if the applicant can demonstrate that said parking spaces and areas will be available at the appropriate times for the patrons, residents or employees of the proposed use.”

Additionally,

170-32 Provides

the ability for the Planning Commission to consider deviations of up to 50% in parking requirements, this applicant proposes less than a 50% reduction of on site parking. §170-32, B.2. states “Therefore, the Town (through the Planning and Zoning Commission) may permit deviations of up to 50% from the presumptive requirements of Subsection A above and may require more or allow less parking as may be deemed appropriate

during the process of site plan review. In determining whether or not it is appropriate to allow such deviations, the applicant shall have the burden of supplying evidence that such a change is warranted. This evidence shall include the applicant's experience with the same use in other jurisdictions, alternate standards (and an assessment of their adequacy) for the same use in other communities, or a suggested standard by a nationally recognized

authority in parking (e.g., the Institute of Transportation Engineers, the American Planning Association, etc.), and an explanation of the circumstances that necessitate a variation from the minimum parking requirements.” c. There seems to be ample on street parking along Commerce Street as well as on Liberty Street, as well as the lot on Banjo Lane, if the lot on Banjo Lane can be utilized and the existing path be enhanced for pedestrian access, especially for the shared

nature of the proposed uses (Residential and Commercial).

d. Based on the current proposed on-site parking layout, the applicant and Planning Commission may want to consider allowing a further reduction of parking by two spaces (bringing the reduction to 7 required from 14 would be a 50% reduction) is recommended for consideration for improved automobile and pedestrian access and circulation. It is recommended that the applicant consider reworking the spaces along

the eastern most side of the parking facility, especially related to providing pedestrian access if the footpath can be improved with compacted woodchips as well as potential reduction of the awkward circulation related to he currently proposed outermost two 9 spaces in the SE and NE corners of the lot, one is straight in the drive aisle, the other in front of the lot bump out area in the northeast corner.

5. The following comments pertain to the dimensions and location of the access (drive aisle) as well

as the edge of pavement in the rear of most of the site.

a. As noted in the Town of Centreville Zone of Regulations, the rear yard in CBD zoning is required to be five feet. As depicted on sheet 3 of 9, the edge of pavement and the parking blocks appear to extend into the rear yard in 4 ¼ of the six spaces currently proposed along the east side of the parking area (from the SE corner extending toward the lot bump out in the NE corner).

b.

§170-32 C.2.d. Off-Street Parking

Provides that Entrances from public or private streets shall be at least 7 1/2 feet from side lot lines, it is unclear if the entrance shown on this application is consistent with that requirement.

c.

§138-48 B Article IV

Specifications and Design Considerations, for Streets, Roads and Improvements, Off-Street Parking indicates that “No driveway serving a parking facility shall be closer than five feet to a side property line.” It is unclear how the proposed drive aisle from Commerce Street entrance to the proposed parking area (Sheet 3 of 9) is consistent with this requirement.

Additional Consideration In consultation with the Town Engineer Whitehill and Town Manager/Zoning Administrator Brinkley, we provide the following for consideration, either in coordination with this application or to be added to the Planning Commission Work Plan regarding updates/modifications re Zoning and Subdivision regulations:

The Applicant/ Planning Commission may wish to consider a text amendment eliminating applicability of the entrance distance criteria from the CBD zone.

Based on a quick overview of study of the CBD, easily over 32 of the existing lots and businesses in the CBD do not meet these criteria. Strict adherence to the criteria applied in the CBD would hamper businesses from submitting building permits and site plans when most would be de facto non-conforming. Travelling through the CBD, vehicle drivers do not distinguish the 7½’ or property lines, so safety would seem not at issue.

Since there are no Buffer Yards required or applicable in the CBD per

§170-42 E.

Tables of Required Buffer Yards when adjacent lands lie in the same district, the need for a planting stripeven one shared by the adjoining land is moot.

10 Site Plan Review Checklist – Overview (Please see especially items highlighted in light blue:

170-47 Site Plans

D. Procedural items

1. Site plans shall be prepared and certified by an P.E. Seal State of MD – dated Jan 19,

engineer, architect, landscape architect, or land 2024.

surveyor duly registered to practice in the State of Maryland or equivalent certification.

2. All site plans shall clearly show the information

required by this section.

3. If such plans are prepared in more than one sheet, Index Sheet and applicable adjacent properties

match lines shall clearly indicate where the and owners included.

several sheets join, and an index sheet shall be required.

4. Every site plan shall show the name and address Owner/Developer: Prepared for Tred Avon

of the owner and developer, the election district, Partners, LLC (consistent with Application), Election District (3rd), date and total number of North point, date, scale of the drawing, and the sheets (1 of 9 etc.) noted on all 9 sheets. North number of sheets.

arrow and scale (vary) provided on Site Plan, Existing conditions, Grading/ Sediment/Erosion Control, Stormwater Management Plan, and Utility Plan (Sheets 2-6).

At least Five clearly legible copies submitted to Centreville Submitted and accepted for review.

Planning and Zoning Commission C. Information required to be included in the site plan.

2. An area or vicinity map at a scale of not smaller Vicinity Map scale of one-inch equals 1,000 feet

than one-inch equals 2,000 feet and showing as well as Sheets 2-6 show adjoining roads, and adjacent properties such information as the names and numbers of adjoining roads, streams, bodies of water, railroads, subdivisions, election districts, or other landmarks sufficient to clearly identify the location of the property.

A boundary survey plat of the entire site at a scale not smaller than one inch equals 100 feet unless otherwise specified by the Planning and Zoning Commission showing the following:

a. Existing topography at two- or five-foot contour Topography provided on Sheet 2 – Existing intervals. Conditions of 9 @ scale of 1 inch = 10 Feet and noted in Site Notes 7, referencing Survey in Site note 6 (Sheet 1 of 9) b. Slopes in excess of 15% (CA only). Not Applicable (NA) c. Existing and proposed regraded surface of the land. Sheet 4 of 9 Grading & Sediment & Erosion Control Plan 11 d. Location of natural features such as streams, None appear to be present, Trees noted on

major ravines, drainage patterns, within the area to Existing Conditions (Sheet 2 of 9) appear varying in diameter from 10 inch to 24 inch be disturbed by construction and the location of aren’t proposed to remain. Site Plan Page 3 of 9, trees measuring greater than 12 inches in diameter shows An American Holly 8 feet in height and a to be retained.

Sweet Bay Magnolia 6 feet in height to be planted in two rear property locations.

e. Floodplain boundaries (one-hundred-year). Cover sheet Site Notes – The property is NOT in the one Percent Chance Flood Plain based on FEMA FIRM Map for QAC (Panel No 24035C0212D, 11/05/2014).

f. Location and areal extent of all soils with septic NA limitations; wet soils; hydric soils; and soils with hydric properties as shown on the County Soil Survey (CA only).

A detailed drawing showing:

a. Location, proposed use, and height of all buildings Location and proposed uses shown on Sheets 3- (delineate all existing buildings and structures); 5; Height provided on Jan 18, 2024, Schematic Design (Torchio). Height shown of 33 Feet, 11 ¾ inches and 3 stories (CBD Zone Maxim Height Regulation is 35 Feet, 3 Stories).

b. Location of all parking and loading areas with Site Plan (Sheet 3 of 9) ingress and egress drives thereto;

c. Location of outdoor storage (if any); Fenced Trash Corral noted on Site Plan (Sheet 3 of 9) d. Location and type of recreational facilities (if any); None identified, appears that bump out in rear NE portion of lot where an 8 foot American Holly is intended to be planted will be green space.

e. Location of all existing or proposed site Sheets 3 – 9, all of scale at least and sometimes improvements, including storm drains, culverts, larger than one inch equals 100 feet.

retaining walls, fences, stormwater management facilities as well as any sediment and erosion Shore erosion info is NA for this property.

control structures (information on shore erosion shall include the existing shoreline management designation as shown on the Town of Centreville Critical Area Program Map, existing structures, their condition, and areas for proposed structural and nonstructural controls, shown on the boundary survey plat, at a scale of at least one inch equals 100 feet);

f Description, method, and location of water supply Existing and proposed Water and Sewer and sewerage disposal facilities; facilities are provided on Existing Conditions and Site Plan (Sheets 2 and 3 of 9) g Location, size, and type of all signs; See Site Plan Sheet 3 of 9 No Parking Sign Detail provided, noted to be installed along building wall (assume along the entrance to 12 parking area)– we should clarify locations?

Additionally, Site note 4 indicates the Handicap Parking sign, also to be fastened to the building wall, says per detail on this sheet (assume that means same notes as the same 3 notes provided for No Parking Sign Detail?

h The location, size, and type of vehicular entrances Site Plan – sheet 3 of 9, fourteen feet to the site; predominately one way drive aisle. Applicant notes in cover letter that exiting cars would have the right of way, suggest signage be considered to note that.

i The location of the Critical Area District boundary, NA- This property is not in the Critical Area.

the Buffer and other Buffer areas, open space areas, and forested areas;

j The location of all Habitat Protection Areas (CA NA only);

k. The location of all contiguous forested areas NA adjacent to the site that are linked to forested areas on the development site, i.e., hedgerows, forest patches or other wildlife corridors (CA only);

L The location of agricultural fields, barren lands, NA pasture, etc.

M The location of tidal and nontidal wetlands on the NA – noted in notes that there appear to be site; no non-tidal wetlands on the property N The location of existing water-dependent facilities NA on and adjacent to the site, including the number of existing slips and moorings on the site (CA only);

O The location and extent of existing and/or proposed Sheet 4 of 9 – Grading & Sediment & erosion abatement approaches; Erosion Control Plan P The location of anadromous fish spawning NA stream(s) on or adjacent to the site and a delineation of the watershed area of the stream on the site (CA only); and q A detailed drawing locating shore erosion NA abatement techniques to the included with the site

plan (CA only).

r Elevations, which indicate the exterior appearance 216 North Commerce Street Mixed Use and materials to be used in each structure within the Building Schematic Design dated Jan 18, site plan. [Added 4-5-2007 by Ord. No. 1-07] 2024, by Torchio Architects. Please see note re follow up to TAC response to Comment #6 above.

3. Computations of:

a Total lot area; As noted above approximately 8,236 Square Feet (Property Land Area: SDAT) 13 to 8,666 SF (Total Site Area noted on Site and Construction Plans) in size.

b Building floor area for each type of proposed use; 900 Square feet for Commercial use ground floor, with approximately 4,860 square feet of residential.

c Building coverage in percentage; Percentage Building Coverage doesn’t appear to be included; applicant likely has it as a part of impervious coverage calculation. Note also – no standard for percent building coverage exists in the Schedule of Zone Regulations, but the proposed project’s impervious coverage ratio (building and parking and paved areas is within the required 85% (83.5%) limit in the CBD Zone.

Applicant should confirm that its approximately 22-23% (5,760 square feet ÷ by 3 (# of floors) = 1,920 Square Feet;

1,920 ÷ by 2,666 or 2, 236 acres.

d Road area; Similar to building coverage above, Applicant likely has the access driveway information (from Commerce Street to Parking area) as part of the base calculations for impervious coverage ratio (building and parking and paved areas is within the required 85% (83.5%) limit in the CBD Zone.

e Number and area of off-street parking and loading 9 including one Handicapped – please see spaces; note above for recommended further considerations.

f Total site area in the Critical Area District (CA NA only);

g Total man-caused impervious surfaces areas and 471 SF to be removed; 7, 149 SF to be the percentage of site these occupy; added resulting in 83.5% (noted in Site Statistics on Sheet 1 of 9).

h Separate computations of the total acres of existing NA forest cover in the Buffer and in the Critical Area (CA only);

i Proposed agricultural open space areas; NA j Proposed forest open space areas; and NA 14 k Total area of the site that will be temporarily NA disturbed during development and the total area that will be permanently disturbed. "Disturbed" is defined as any activity occurring on an area which may result in the permanent loss of or damage to existing natural vegetation (CA only).

4. Commercial or industrial uses must include:

a. Specific uses proposed; Applicant has only indicated Commercial of the nature that requires 3 parking spaces (1 per 300 SF).

b. Maximum number of employees for which Not sure this has been determined yet, buildings are designed; based on the nature of Commercial use.

We do know that they envision an applicable 900 SF of Commercial use generating a parking need for 1 per 300 SF (which sometimes can be general estimates related to number of employees and customers).

c. Type of energy to be used for any manufacturing NA processes;

d. Type of wastes or by-products to be produced by NA any manufacturing process;

e. Proposed method of disposal of such wastes or by- NA products; and f. Location of outdoor lighting facilities. Not sure this is noted are there any?

5. In addition to the information above, site plans shall be accompanied by the following:

a. A Forest Management Plan including the NA comments of the Bay Watershed Forester (CA only);

b. A Habitat Protection Plan including the comments NA of the Maryland Forest, Park and Wildlife Service (CA only);

c. An executed cooperator's agreement with the Soil NA Conservation District or Farm Plan, as applicable (CA only);

d. A Stormwater Management Plan; Included as Stormwater Management Narrative January 2024 and pages 3-4 & 8-9 e. A Sediment and Erosion Control Plan; Sediment and Erosion Control Details Sheet 7 of 9 f A Planting Plan, as required; and As noted above, Site Plan sheet 3 of 9 identifies both an 8 foot Holly and a 6 15 foot Sweet Bay Magnolia to be planted.

Item D on page 2 of the Tred Avon Partners – 216 N Commerce Street Jan 19, 2024 Letter to the Planning Commission notes that the applicant envisions providing some small shrubs along the building to screen the foundation and it is likely that the HVAC will also be placed within that Strip of Landscaping as well.

g An Environmental Assessment Report which provides a coherent statement of how the proposed development addresses the goals and objectives of the Centreville Critical Area Program (CA only). At a minimum the environmental assessment shall include:

(1) A statement of existing conditions, e.g., the NA

amount and types of forest cover, the amount and type of wetlands, a discussion of existing agricultural activities on the site, the soil types, the topography, etc.;

(2) A discussion of the proposed development NA

project, including number and type of residential units, amount of impervious surfaces, proposed sewer treatment and water supply, acreage devoted to development, proposed open space and habitat protection areas;

(3) A discussion of the proposed development's NA

impacts on water quality and Habitat Protection Areas; and

(4) Documentation of all correspondence and NA

findings.

6. Other information as requested by the Town. TAC Review Responses included, and a

few additional Comments noted above.

§170-22, and §170-22 (A) 10 as well as §170-22 (E) and (F) as well as TAC Review items.

16

ISSUED BUILDING PERMITS

October 1 - 31, 2023 Permit # Applicant Owner Address Type Issue Date* BP-204-23 James Blandford James Blandford 125 East Brook Dr. shed 10/3/2023 BP-205-23 Economy Restoration LLC Joseph Candella 830 Harmony Way replace roof 10/3/2023 BP-206-23 Economy Restoration LLC James Cotter 166 Symphony Way replace roof 10/3/2023 BP-207-23 Economy Restoration LLC Judith Scully 149 Sonata Way replace roof 10/3/2023

BP-208-23 Economy Restoration LLC John Teagle 143 East Meadow Dr. replace roof 10/3/2023 BP-209-23 Economy Restoration LLC Megan Ford 123 Granard Ave. replace roof 10/3/2023 BP-210-23 Sunrun Robert Hays 300 Elm St roof mounted solar panels 10/3/2023 BP-212-23 Andrew Harper Cameron Glaws 620 Chesterfield Ave. remove existing deck & replace 10/11/2023 BP-213-23 Economy Restoration LLC Donald Rizzo 336 Overture Way replace roof 10/11/2023

BP-214-23 Economy Restoration LLC Emory Anderson 135 Harmony Way replace roof 10/11/2023 BP-215-23 Economy Restoration LLC Eric Johnson 502 Little Kidwell replace roof 10/11/2023 BP-216-23 Economy Restoration LLC Lois Labs 814 Harmony Way replace roof 10/18/2023 BP-217-23 Nova Solar Inc. Matthew & Rebecca Perry 144 Cypress St. roof mounted solar panels 10/18/2023 BP-218-23 Power Factor Jacob Trently 119 Banbridge Ave roof mounted solar panels 10/18/2023

BP-219-23 Economy Restoration LLC Katherine Stursa 371 Overture Way replace roof 10/26/2023 BP-220-23 EP Cronshaw 112 W Water, LLC 112 W Water St. interior demolition 10/26/2023 BP-221-23 Amy Lewis, Sunrun Kenneth Bloodsworth 213 Oak St. solar panels 10/23/2026

* based on the approval date by Zoning Administrator

ISSUED BUILDING PERMITS

November 1 - 30, 2023 Permit # Applicant Owner Address Type Issue Date* BP-222-23 LBS Contracting, LLC Our Mother of Sorrows 301 Homewood Ave. replace roof 11/1/2023 BP-223-23 Jeremy Lins/Lins Construction Harold Haney 143 Meadow Brook Way replace roof 11/1/2023 Byron Hernandez/Home BP-224-23 Improvement Automation Maria & Dolores Benitez 329 N. Liberty interior renovation 11/8/2023 BP-225-23 Richard Starkey Richard Starkey 359 Kidwell Ave. pole buiding 11/8/2023

BP-226-23 Ray Lewis 226 Broad St./Crumpton LLC. 126 Kidwell Ave. complete interior renovation 11/15/2023 BP-227-23 Venture Solar Kristin Donahue 158 Long CreekWay roof mounted solar panels 11/8/2023 BP-228-23 Trent Hartman Trent Hartman 314 Brooke Run Lane shed 11/15/2023 BP-229-23 Economy Restoration LLC John Locke 806 Harmony Way replace roof 11/15/2023 BP-230-23 Muzon General Contractor LLC Margaret Kolack 415 Opera Court shingle replacement 11/15/2023

BP-231-23 Economy Restoration LLC Irvin Kohne 810 Harmony Way replace roof 11/15/2023 BP-233-23 Economy Restoration LLC Matthew Johnson 201 Elm St. replace roof 11/17/2023 BP-234-23 Christopher Harrison Christopher Harrison 204 Windsor Ave fence 11/17/2023

* based on the approval date by Zoning Administrator

ISSUED BUILDING PERMITS

December 1, 2023 - December 31, 2023 Permit # Applicant Owner Address Type Issue Date* BP-232-23 CES Equipment & Sales Penn Statiion Joint Ventures 420 Pennsylvania Ave. Commercial/interior reno 12/11/2023 BP-235-23 Monoz Geral Contractor Jeanette Paiter 165 Symphony Way replace roof 12/11/2023 BP-236-23 Elizabeth Baer Elizabeth Baer 103 Tilghman Ave shed 12/11/2023 BP-237-23 Wells Home Improvements Bernard Patterson 304 E Water Street replace roof 12/21/2023

BP-238-23 C & O Services Inc. Erica Stuart 310 Little Kidwell Ave. interior renovation & fence 12/29/2023 BP-239-23 Shore Roofing Solutions William Leavy 169 Orchestra Place replace roof 12/29/2023 BP-240-23 Dana & Lunneth Brazerol Dana & Lunneth Brazerol 207 Lurgan Lane fence 12/29/2023 BP-241-23 Economy Restoration LLC Ann Sharp 170 Symphony Way replace roof 12/29/2023

* based on the approval date by Zoning Administrator

https://centrevillemd.sharepoint.com/sites/WorkingFiles/Shared Documents/General/0-BOARDS AND COMMISSIONS/PLANNING COMMISSION/PC PACKET INFORMATION/Issued BP Reports/2023 Permits Issued - Copy

ISSUED BUILDING PERMITS

January 1 - 31, 2024 Permit # Applicant Owner Address Type Issue Date* BP-01-24 Christy Stuart Christy Stuart 203 Kidwell Ave. fence 1/8/2024 BP-02-24 DriGuy Dale Walls 105 Heritage Way add deck 1/8/2024 BP-03-24 Andrew Harper William Stewart 502 Chesterfield Ave. enclose deck 1/25/2024 BP-04-24 Weese Development Island Alliance Church 123 Coursevall Dr. commercial renovation 1/25/2024 BP-05-24 Christian Bryant Christian Bryant 124 Price Street Deck 1/26/2024

* based on the approval date by Zoning Administrator