44 & 50 cutler road

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44 & 50 Cutler Road PLPZ2021 00412 Jacalyn Pruitt December 16, 2021 Page 1 of 4 Final Subdivision PLPZ #2021 00412 MCJB, LLC & Thomas & Virginia Daly To revise a common lot line and make an equal area exchange of 0.93- acres. Location: 44 Cutler Road – Tax ID: 10-1860 50 Cutler Road – Tax ID: 10-2109 Zone: RA-4 Existing Proposed 44 Cutler Road 50 Cutler Road 5.083-acres 4.033-acres 5.083-acres 4.033-acres Area to be conveyed to 44 Cutler Road Area to be conveyed to 50 Cutler Road -0.093 acres -0.093 acres +0.093 acres +0.093 acres APPLICATION SUMMARY An application for final subdivision was submitted to the Planning & Zoning Commission to revise a common lot line between 44 Cutler Road and 50 Cutler Road with an equal area exchange of 0.093-acres (4,051.08 sq.ft.). This revision will permit the building of an accessory structure at 44 Cutler with the necessary setbacks for the RA-4 zone. Neither property will change in size with this application. Both properties are located within the RA-4 zone. The applicant requests that the Planning and Zoning Commission determine that this application is not a subdivision, nor re-subdivision, and grant approval to revise the lot lines. ISSUES / COMMENTS TO BE ADDRESSED 1. The proposed transfer of property would not change the size of either property. Both 44 and 50 Cutler Road will remain complaint with the RA-4 zoning standards for frontage and lot area. 2. The proposed lot line revision will not make any structures non-complaint as to setback. 3. The Commission should consider if the proposed revision to the lot line, as a result of the conveyance of land constitutes a subdivision, a re-subdivision or neither as defined in Sec. 6- 261(a)(6) and Sec. 6-261(a)(15) of the Greenwich Subdivision Regulations (GSR). 4. Health – The Health Department issued a “100% Replacement Area Permit” on 12/06/2021 for 50 Culter Road (Tax ID No. 10-2109) and notes in an email to staff on 12/15/2021 that they now have no concerns with the proposed lot line change. 5. ZEO – The Zoning Enforcement Officer issued comments dated 10/29/2021 and notes no concerns at this time. 6. DPW Engineering – DPW issued comments on 11/4/2021 and notes the lot line revision is acceptable to them. 7. IWWA –IWWA issued a green sheet dated 9/14/2021 indicating no action is need with their department for the lot line revision.

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Page 1: 44 & 50 Cutler Road

44 & 50 Cutler Road PLPZ2021 00412

Jacalyn Pruitt December 16, 2021

Page 1 of 4

Final Subdivision PLPZ #2021 00412

MCJB, LLC & Thomas & Virginia Daly To revise a common lot line and make an equal area exchange of 0.93-

acres.

Location: 44 Cutler Road – Tax ID: 10-1860 50 Cutler Road – Tax ID: 10-2109

Zone: RA-4 Existing Proposed 44 Cutler Road 50 Cutler Road

5.083-acres 4.033-acres

5.083-acres 4.033-acres

Area to be conveyed to 44 Cutler Road Area to be conveyed to 50 Cutler Road

-0.093 acres -0.093 acres

+0.093 acres +0.093 acres

APPLICATION SUMMARY An application for final subdivision was submitted to the Planning & Zoning Commission to revise a common lot line between 44 Cutler Road and 50 Cutler Road with an equal area exchange of 0.093-acres (4,051.08 sq.ft.). This revision will permit the building of an accessory structure at 44 Cutler with the necessary setbacks for the RA-4 zone. Neither property will change in size with this application. Both properties are located within the RA-4 zone. The applicant requests that the Planning and Zoning Commission determine that this application is not a subdivision, nor re-subdivision, and grant approval to revise the lot lines. ISSUES / COMMENTS TO BE ADDRESSED 1. The proposed transfer of property would not change the size of either property. Both 44 and 50

Cutler Road will remain complaint with the RA-4 zoning standards for frontage and lot area. 2. The proposed lot line revision will not make any structures non-complaint as to setback. 3. The Commission should consider if the proposed revision to the lot line, as a result of the

conveyance of land constitutes a subdivision, a re-subdivision or neither as defined in Sec. 6-261(a)(6) and Sec. 6-261(a)(15) of the Greenwich Subdivision Regulations (GSR).

4. Health – The Health Department issued a “100% Replacement Area Permit” on 12/06/2021 for 50 Culter Road (Tax ID No. 10-2109) and notes in an email to staff on 12/15/2021 that they now have no concerns with the proposed lot line change.

5. ZEO – The Zoning Enforcement Officer issued comments dated 10/29/2021 and notes no concerns at this time.

6. DPW Engineering – DPW issued comments on 11/4/2021 and notes the lot line revision is acceptable to them.

7. IWWA –IWWA issued a green sheet dated 9/14/2021 indicating no action is need with their department for the lot line revision.

Page 2: 44 & 50 Cutler Road

44 & 50 Cutler Road PLPZ2021 00412

Jacalyn Pruitt December 16, 2021

Page 2 of 4

8. Conservation – The Conservation team issued comments on 11/1/2021 and notes their concerns in their memorandum, including the knowledge that both 44 and 50 Cutler Road have updated surveys which are not captured in the proposed subdivision map.

9. Area of Exchange. The proposed equal area exchange will contain wooded land that is located within the wetland and wetland buffer area. The proposed boundary adjustment should not have any negative impact on the natural environment since the development along these areas will be regulated by the IWWA.

10. Open Space Parcel – No open space parcel is proposed in this application. The Commission should determine if an open space parcel should be provided based on Sec. 6-297 of the GSR.

11. Accessory Structure for 44 Cutler Road. The proposed equal area exchange will permit the building of an accessory structure at 44 Cutler Road with the necessary setbacks for the RA-4 zone.

12. Deed Histories. The applicant provided deed histories of both properties starting in October of 1952 when a 17-lot subdivision was approved by the Planning & Zoning Commission and recorded in the Greenwich Land Records as Map #2887. 44 and 50 Cutler Road were at that time together as Lot #9 comprised of 9.565-acres and were split into two separate lots in April 1953 when 50 Cutler Road was sold.

13. The Commission should determine if, based on Sec. 6-269 (15) of the Subdivision Regulations, the following note should be placed on the map. “Upon approval of this subdivision plan, the owner agrees with the Town that unless otherwise specified hereon, the areas within at least ten (10) feet of the center line of any drainage facility, ditch or stream shown hereon, are dedicated for drainage, that no building or other structure shall be located thereon and that the Town shall not be under any obligation to maintain, clean, enclose, or otherwise alter or improve, such drainage facility.”

DEPARTMENT COMMENTS: Zoning Enforcement – see attached dated 10/29/2021 DPW Engineering – see attached dated 11/4/2021 Health – see attached email dated 12/15/2021 Conservation – see attached dated 11/1/2021 Law - Not Received Proposal and Background: An application for final subdivision was submitted to the Planning & Zoning Commission to revise a common lot line between 44 Cutler Road and 50 Cutler Road with an equal area exchange of 0.093-acres (4,051.08 sq.ft.) Both properties are located within the RA-4 zone. Both properties originated in October of 1952 when a 17-lot subdivision was approved by the Planning & Zoning Commission and recorded in the Greenwich Land Records as Map #2887 for Yale University. 44 and 50 Cutler Road were at that time together as Lot #9 comprised of 9.565-acres. They were subsequently separated into two parcels. A discrepancy in the deed descriptions caused the owners to file a corrective map on the land records on September 25, 2012, Map #8621. This resulted in 44 Cutler Road being 5.083-acres and 50 Cutler Road being 4.033-acres today.

Page 3: 44 & 50 Cutler Road

44 & 50 Cutler Road PLPZ2021 00412

Jacalyn Pruitt December 16, 2021

Page 3 of 4

The proposed equal area exchange will permit the building of an accessory structure at 44 Cutler Road with the necessary setbacks for the RA-4 zone. 44 Cutler Road has a main dwelling that was built around 2011 No open space, non-development area or reserve area is proposed in this application. The applicant requests that the Planning and Zoning Commission determine that this application is not a subdivision, nor re-subdivision, and grant approval to revise the lot lines. Health: Both 44 and 50 Cutler Road are served by septic systems and private wells. 44 Cutler Road has a code complying septic system that was installed in 2011. The Health Department issued a “100% Replacement Area Permit” on 12/06/2021 for 50 Culter Road (Tax ID No. 10-2109). The Health Department has no concerns with the proposed lot line change as stated in their email on 12/15/2021. Zoning: The subject parcels are located at 44 Cutler Road and 50 Cutler Road in the RA-4 Zone. Both properties appear to conform to the RA-4 zoning requirements for use, size, setbacks, green area and height today. The proposed map revision is intended to permit the building of an accessory structure at 44 Cutler Road with the necessary setbacks for the RA-4 zone. Background/Title Search: The applicant provided deed histories of both properties starting in October of 1952 when a 17-lot subdivision was approved by the Planning & Zoning Commission and recorded in the Greenwich Land Records as Map #2887 for Yale University. 44 and 50 Cutler Road were at that time together as Lot #9 comprised of 9.565-acres. On April 1, 1953, 4.15-acres of Lot #9 was conveyed as a separate lot as shown on recorded Map #2949 and became 50 Cutler Road. On November 2, 1955, the remaining portion of Lot #9, 5.561-acres, was sold off and became 44 Cutler Road. On August 13, 1957, 44 Cutler Road conveyed a 0.454-acre pieces to Tamarack Country Club. A discrepancy in the deed descriptions caused the owners to file a corrective map on the land records on September 25, 2012, Map #8621. This resulted in 44 Cutler Road being 5.083-acres and 50 Cutler Road being 4.033-acres today. APPLICABLE REGULATIONS:

BZR Section 6-205 – Schedle of Required Open Spaces, Limiting Height and Bulk of Buildings Subdivision Regulations Section 6-261 – Definitions Subdivision Regulations Section 6-269 – Record Sheets; Contents

Page 4: 44 & 50 Cutler Road

44 & 50 Cutler Road PLPZ2021 00412

Jacalyn Pruitt December 16, 2021

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Subdivision Regulations Section 6-270 – Construction Sheet; Contents Subdivision Regulations Section 6-271 – Health Dept. Report; Sewage Disposal Facility Subdivision Regulations Section 6-278 – Signing of Subdivision Plan Subdivision Regulations Section 6-279 – Filing with Clerk Subdivision Regulations Section 6-296 – Natural Features; preservation. Subdivision Regulations Section 6-297 – Parks and Playgrounds; standards. Subdivision Regulations Section 6-298 – Ownership of Park and Playground or Open Space Land; Proof; Filing. Subdivision Regulations Section 6-304 – Lot Dimensions Building Zone Regulations Section 6-205 – Schedule of Required Open Spaces, Limiting Heights and Bulk of Buildings

Page 5: 44 & 50 Cutler Road

From: Long, MichaelTo: Pruitt, Jacalyn; Donlin, KristinSubject: RE: 44 & 50 Cutler PLPZ 2021 00412Date: Wednesday, December 15, 2021 9:51:50 AM

Jacalyn, a 100% Replacement Area for the septic system was approved for 50 Cutler road, so yes weare all set. The Health Department has no concerns with the proposed lot line change ThanksMichael

From: Pruitt, Jacalyn Sent: Tuesday, December 14, 2021 3:49 PMTo: Long, Michael <[email protected]>; Donlin, Kristin<[email protected]>Subject: FW: 44 & 50 Cutler PLPZ 2021 00412 Hi – I am the planner assigned to the P&Z application at 44 and 50 Culter Road. Has the applicantsatisfied your dept’s concerns with this application, and are you able to revise the commentspreviously submitted for this application on 10/8/2021? (attached for quick reference.) If they are still working with your team that is fine. I am just trying to anticipate what new commentsI may receive by the end of the week. Thank you for any insight! Jacalyn Pruitt, Planner II Town of Greenwich Planning & Zoning

From: Chip Haslun <[email protected]> Sent: Thursday, December 9, 2021 11:37 AMTo: Pruitt, Jacalyn <[email protected]>Subject: RE: 44 & 50 Cutler PLPZ 2021 00412 [EXTERNAL]JP: Larry says they delivered the septic replacement form to Health on 11/24. He is going to callKristen to see what status is but you may want to check too. Thanks!

From: Pruitt, Jacalyn <[email protected]> Sent: Wednesday, December 8, 2021 1:26 PMTo: Chip Haslun <[email protected]>Subject: RE: 44 & 50 Cutler PLPZ 2021 00412 Okay. Please let me know. You may want to give an extension to get to the first meeting in January(1/4) if Health isn’t onboard yet. But that is as far out as you can go to a meeting with max extensionof 1/12 according to our math.

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C U T L E R

R O A D

44 CUTLER ROADTAX ACCT. No. 10-1860AREA = 5.083 ACRES

50 CUTLER ROADTAX ACCT. No. 10-2109AREA = 4.033 ACRES

0.093 ACRESTO BE CONVEYEDTO 50 CUTLER ROAD

0.093 ACRESTO BE CONVEYEDTO 44 CUTLER ROAD

WETLAND FLAGS 1 - 8( WILLIAM KENNY ASSOCIATES )

DT-1DT-2

DT-3

P1

ZONE : RA-4

PROPOSED REPLACEMENT SEPTIC

10-2109

GREENWICH

THOMAS & VIRGINIA DALY50 CUTLER ROAD

ON PROPERTY OF

CONNECTICUT

PROPOSED SITE DEVELOPMENT

1 Engineering Land SurveyingEnvironmental Scientists

33 West Elm StreetGreenwich, Connecticut 06830

203-869-0136www.seminor.com

ESTABLISHED 1887S.E. MINOR & CO., INC.

FILE No.

COMPARED &

SCALE: 1" = 30' P.J.W.R.G.C.

AREA = 4.033 ACRES

S. E. Minor & Co., Inc. Engineers & Land Surveyors

33 WEST ELM STREET dateGreenwich, Conn. 06830

HSG

SITE

LOCATION MAP SCALE: 1" = 1000'

CU

TL

ER

RO

AD

RO

AD

BEDFO

RD

STREET

TURNPIKE

RIV

ER

BY

RA

M

I - 6

84

JOHN

UTILITY NOTE:Underground utilities, facilities and structures have been plottedfrom surface indications and record sources. The locations ofall underground utilities are approximate only. Additionally, theremay be other underground utilities the existence of which ispresently unknown. Any party utilizing the utility information anddata depicted on this survey shall call "CALL BEFORE YOU DIG"at 800-922-4455 a minimum of forty eight (48) hours prior to anyconstruction activities to verify the location of underground utilities.

100% REPLACEMENT AREA - MAIN HOUSE

GEOMATRIX GST LEACHING SYSTEM SECTION B-B

A'A

B

B'

H-20 1000 GAL. PUMP CHAMBER

1,500 GALLON (H-20) CONCRETE SEPTIC TANK

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ZONE "A"
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ZONE "X"
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Y
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WOOD FENCE
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PLAYHOUSE
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RESIDENCE
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PROPANE TANKS
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GENERATOR
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RESIDENCE
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CONCRETE PATIO
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GRAVEL DRIVE
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STONE CURB (TYP.)
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RETAINING WALL
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POOL
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FLAGSTONE STEPS
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S 88° 52' E
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531.86'
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S 2° 50' 20" W
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53.00'
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L=254.22' R=775.00'
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S 21° 38' W
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84.77'
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N 30° 24' 10" W
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78.6'
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N 40° 31' 50" E
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88.10'
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N 42° 12' 10" W
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N 26° 49' 50" E
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96.6'
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N 21° 21' 10" W
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86.5'
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LOT No. 9
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N/F PAPCSY
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N 32° 12' 10" E
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N 34° 41' 40" W
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14.32'
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40.11'
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21.26'
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S 46° 50' 50" W
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35.18'
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N 59° 18' 10" W
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LOT No. 9
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GARAGE
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EDGE OF ROAD
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S 68° 42' 22" E
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116.24'
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S 67° 00' 30" E
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158.74'
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S 68° 08' 33" E
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174.74'
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RAIL ROAD TIES
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EASEMENT AREA AS SHOWN ON MAP No. 9030 ON FILE IN THE GREENWICH LAND RECORDS.
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ISLAND
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BYRAM RIVER
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115.77'
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ORIGINAL DIVISION LINE
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R=51.27' L=67.01'
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APPROXIMATE LOCATION OF EX. WELL
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PROPOSED 100% REPLACEMENT AREA 48 LINEAR FEET OF GEOMATRIX GST 6218
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224.98'
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PROPOSED 100% REPLACEMENT AREA 1500 GAL. PRECAST SEPTIC TANK TO REPLACE EXISTING 955 GAL. TANK
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PROPOSED 100% REPLACEMENT AREA 1000 GAL. PUMP CHAMBER
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PROPOSED 100% REPLACEMENT AREA FORCE MAIN LINE
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PROPOSED 100% REPLACEMENT AREA D-BOX
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MLSS SLOPE (382.0-378.0)/25 =8.0% SLOPE
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ENGINEER'S SEAL
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TAX ACCOUNT No.
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FILE NAME:
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1" = 30'
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NOV. 23, 2021
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DATE
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FAIRFIELD
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REVISIONS
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DESCRIPTION
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SHEET No.
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Z:\PROPERTY FILES\GREENWICH\10-1860\44 CUTLER ROAD
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GREENWICH
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PRINTS NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL.
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T-1
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1 Inch = Ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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BY:_________________________ FOR:
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THE TOPOGRAPHIC AND VERTICAL CLASSES OF ACCURACY HE TOPOGRAPHIC AND VERTICAL CLASSES OF ACCURACY FOR THIS SURVEY ARE IN ACCORDANCE WITH THE STANDARDS OF A CLASS "T-2" SURVEY AS DEFINED IN "THE RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT." EFFECTIVE JUNE 26, 1996
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AUGUST 12, 2021 (TOPO)
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30
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30
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SEPTIC NOTE: 1. THIS PROPOSAL MAY INCLUDE THE DESIGN OF INDIVIDUAL SUBSURFACE SEWAGE THIS PROPOSAL MAY INCLUDE THE DESIGN OF INDIVIDUAL SUBSURFACE SEWAGE DISPOSAL SYSTEM(S) FOR THE SUBJECT PROPERTY AND/OR EACH OF THE INDIVIDUAL LOTS. THE PROPOSED DESIGN(S) MUST BE APPROVED BY THE GREENWICH HEALTH DEPARTMENT. THE REQUIRED "PERMIT TO CONSTRUCT" MUST BE ISSUED FOR EACH LOT BY THE GREENWICH HEALTH DEPARTMENT PRIOR TO ANY CONSTRUCTION OF THE PROPOSED SEPTIC SYSTEMS. THE TOWN OF GREENWICH ALSO REQUIRES ALL UNDERGROUND SEPTIC SYSTEM PIPES, STRUCTURES AND COMPONENTS BE LOCATED BOTH VERTICALLY AND HORIZONTALLY BY FIELD SURVEY PRIOR TO BACKFILLING. THIS WORK MUST BE PERFORMED UNDER THE INSPECTION OF A PROFESSIONAL ENGINEER AND LOCATED BY A LAND SURVEYOR REGISTERED IN THE STATE OF CONNECTICUT OR THEIR DESIGNEE. ALL WORK MUST BE INSPECTED BY A TOWN HEALTH DEPARTMENT INSPECTOR AND THE PROJECT ENGINEER OR THEIR DESIGNEE. A LETTER VERIFYING THAT THE SEPTIC INSTALLATIONS ARE IN COMPLIANCE WITH THE APPROVED PLANS AND PERMIT CONDITIONS MUST BE SUBMITTED TO THE GREENWICH HEALTH DEPARTMENT ALONG WITH A SEPTIC OR SITE "AS-BUILT" PLAN FOR EACH LOT BEFORE A "PERMIT TO DISCHARGE" WILL BE ISSUED. THE LETTER MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, AND THE "AS-BUILT" PLAN MUST BE SIGNED BY A PROFESSION ENGINEER AND A LAND SURVEYOR REGISTERED IN THE STATE OF CONNECTICUT. S.E. MINOR & CO., INC. REQUIRES A MINIMUM OF 3 WORKING DAYS PRIOR NOTICE TO SCHEDULE THESE SEPTIC VERIFICATION SURVEYS.
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DEEP TEST PIT
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DT-1
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NORTH AMERICAN
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%%ULEGEND:
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19.5
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EXISTING SPOT ELEVATION
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HYDROLOGIC SOIL GROUP
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NOTES: 1. FLOOD ZONES AS SHOWN ON FLOOD INSURANCE RATE MAP (FIRM) No. 090008 477 F. EFFECTIVE DATE: JUNE 18, 2010. 2. LOT NUMBER AS SHOWN ON MAP No. 2887 ON FILE IN THE GREENWICH LAND RECORDS. 3. REFERENCE IS MADE TO MAPS No. 2887, 2949, 8621 AND 9030 ON FILE IN THE GREENWICH LAND RECORDS. 4. ONLY WETLAND SOILS FLAGGED BY WILLIAM KENNY ASSOCIATES ARE SHOWN. 5. NOT ALL IMPROVEMENTS ARE SHOWN. 6. TOPOGRAPHIC INFORMATION TAKEN FROM TOWN OF GREENWICH G.I.S.
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719A/123 274/71 966/93-94,100 664/71
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WETLAND FLAGS 1-8 AS FLAGGED BY WILLIAM L. KENNY, WILLIAM KENNY ASSOCIATES, CERTIFIED SOIL SCIENTIST, JULY 8, 2021.
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S.E. MINOR & Co., Inc. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF THE WETLAND BOUNDARY AS DETERMINED BY THE SOIL SCIENTIST.
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100% REPLACEMENT AREA NOTES 100% REPLACEMENT AREA NOTES 1) EXISTING 4 BEDROOM RESIDENCE, PROPOSED 5 BEDROOM REPLACEMENT DESIGN. 2) PERCOLATION RATE: 1 INCH IN LESS THAN 10.0 MIN. THEREFORE, 5 BEDROOMS REQUIRE 660 SF OF LEACHING AREA. 3) 660 SF OF LEACHING AREA IS PROVIDED WITH 48 LF OF GEOMATRIX LEACHING SYSTEM GST 6218. [48 LF X 14.0 SF/LF = 672 SF] 4) REQUIRED MINIMUM LEACHING SYSTEM SPREAD: (HF X FF X PF): 18 X 2.00 X 1.0 = 36 LF A) HYDRAULIC FACTOR (HF): 18 i) AVG. SLOPE: 8.0% ii) AVG. DEPTH TO RESTRICTIVE LAYER: 59.3" (DT-1, 2, 4) 70"+65"+43" = 59.3" "+65"+43" = 59.3" = 59.3" 3 B) FLOW FACTOR (FF): 2.00 C) PERCOLATION FACTOR (PF): 1.0 i) LESS THAN 10.0 MINUTES/INCH = 1.0 5) PROPOSED MINIMUM LEACHING SYSTEM SPREAD: 48 LF. 6) NO WELL ON ANY LOT ADJACENT TO THE SUBJECT PROPERTY IS WITHIN 75' OF THE PROPOSED 100% REPLACEMENT AREA. 7) SINCE THE 100% REPLACEMENT AREA IS WITHIN AN AREA OF "SPECIAL CONCERN," A LICENSED PROFESSIONAL ENGINEER SHALL SUBMIT A SEPARATE PROPOSAL TO THE HEALTH DEPARTMENT IF THIS DESIGN NEED BE INSTALLED. 8) THE INSTALLATION OF THIS SEPTIC SYSTEM REQUIRES THE PLACEMENT OF SELECT FILL. THE AREA MUST BE RE-TESTED WITH THE FILL IN PLACE TO ENSURE A VERTICAL SEPARATION OF AT LEAST 4' BETWEEN THE BOTTOM OF THE PROPOSED SYSTEM AND LEDGE ROCK. ONCE THESE STEPS ARE TAKEN AND APPROVAL IS GRANTED BY THE HEALTH DEPARTMENT, THE SYSTEM MAY BE INSTALLED.
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NOT TO SCALE
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ELEVATION
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EL.
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INV.
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INVERT ELEVATION
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WELL
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W
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FIRE HYDRANT
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H
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Y
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D
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GEOMATRIX GST LEACHING SYSTEM B-B' CROSS SECTION 860-663-3993
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FINISHED GRADE SHALL BE PITCHED TO SHEET FLOW STORMWATER AWAY FROM SYSTEM
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COVER MATERIAL DEPTH SHALL BE >6" AND SHALL BE UNIFORM OVER SYSTEM
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FILTER FABRIC
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ASTM C-33 SAND (OR APPROVED EQUIVALENT)
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CT DOT #6 STONE
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* 3" MIN. I.D., ASTM D-3034, SDR 35 PIPE FOR GRAVITY APPLICATIONS 0.75" MIN. I.D., ASTM D-2665, SCH 40 PVC PIPE FOR PRESSURE APPLICATIONS
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*H= 6" (GST6206) 12" (GST6212) *P= 2" - 5.5" 6" (GST6206) 12" (GST6212) *P= 2" - 5.5" 12" (GST6212) *P= 2" - 5.5" *P= 2" - 5.5" 18" (GST6218) 24" (GST6224) 24" (GST6224) 30" (GST6230) 36" (GST6236)36" (GST6236)
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DISTRIBUTION PIPE*
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NO SCALE
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DISTRIBUTION PIPE*
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CT DOT #6 STONE
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* 3" MIN. I.D., ASTM D-3034, SDR 35 PIPE FOR GRAVITY APPLICATIONS 0.75" MIN. I.D., ASTM D-2665, SCH 40 PVC PIPE FOR PRESSURE APPLICATIONS
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PLAN VIEW
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ASTM C-33 SAND (OR APPROVED EQUIVALENT)
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6" (GST6206) 12" (GST6212) 18" (GST6218) 24" (GST6224) 30" (GST6230) 36" (GST6236)
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NO SCALE
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CROSS SECTION
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SPECIFICATIONS -REINFORCED CONCRETE MINIMUM STRENGTH - 5,000 PSI @ 28 DAYS. -WATERTIGHT TANK SEAL-PIPE TO TANK SHALL MEET ASTM C1644, ASTM C923 CRITERIA. -CONSTRUCTION JOINT(S) SEALED WITH BUTYL SEALANT. -ELECTRICAL SERVICE PER STATE AND LOCAL CODE -DIMENSIONS SHOWN ARE AS MANUFACTURED BY EASTERN PRECAST CO. INC SEE NOTES (THIS SHEET) FOR PUMPING SPECIFICATIONS
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30" X 30" HINGED COVER WITH LIFTING HANDLE AND LOCK
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DISCHARGE PUMP AND RELATED CONTROLS SHALL BE AS FOLLOWS. SEWAGE PUMP, CONTROLS AND RELATED HARDWARE SHALL BE AS MFG. BY THE GOULDS PUMP CO. OR AN APPROVED EQUAL. SEWAGE PUMP: MODEL 3885, SERIES WE0311M, 1/3 HP, SINGLE PHASE, 115 v, 9.8 AMP. DOSING CONTROLS SHALL BE MERCURY FREE FLOAT SWITCHES. THE ALARM PANEL TO BE MOUNTED IN THE MECHANICAL ROOM. DOSE AT 172 GALLONS. FLOW RATE MAY NOT EXCEED 1.83 GALLONS PER LINEAR FOOT OF TRENCH.
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ACCESS TO UNION AND PUMP RAIL INTO RISER TO BE COORDINATED BY CONTRACTOR
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NEMA 4X JUNCTION BOX WITH 2" PVC CONDUIT TO FOUNDATION
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4" SCH. 40 PVC INLET PIPE, TEE & 12" STUB DOWN
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LIFT CHAIN
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GATE VALVE
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SLIDE RAILS
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CHECK VALVE
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MOUNT
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SEWAGE PUMP
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(SEE PLAN)
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SOLID 8" MASONRY WITH FLUSH JOINTS TO GRADE
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2x2 CONT. CEMENT COVE ABOUT BASE
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PUMP OFF
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PUMP ON
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ALARM ON
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POWER
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PLAN
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FIN. GRADE
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NEMA 4X JUNCTION BOX WITH 2" PVC CONDUIT TO BLDG. FOUNDATION
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REPLACEMENT SEPTIC
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SEPTIC TANK SPECIFICATIONS: : 1. CONCRETE MINIMUM COMPRESSIVE STRENGTH - 5,000 P.S.I. AT 28 DAYS. 2. MATERIALS & MANUFACTURING PER ASTM C-1227 3. STEEL REINFORCEMENT: WELDED DEFORMED BARS 4"X4" D6.5/D6.5 (GR.80) ASTM A-497, OR EQUAL 4. JOINT SEALED W/1" BUTYL MASTIC ASTM C-990. 5. 4" DIAMETER OUTLET TEE EQUIPPED W/ EFFLUENT FILTER. LENGTH ADJUSTMENT IS PROVIDED. 6. 4" PIPE SEALS: RISSY PLASTICS MINI BOOT, OR EQUAL. MEETS PRESSURE REQUIREMENTS OF ASTM C-923. 7. INTERIOR CAPACITY @ FLOW LINE: 2,035 GALLONS. 8. 28.5 GALLONS / INCH OF RISE. 9. APPROXIMATE ASSEMBLED WEIGHT: BOTTOM = 14,300 LBS., TOP = 12,500 LBS. 10. DIMENSIONS SHOWN ARE AS MANUFACTURED BY EASTERN PRECAST CO. (203) 775-0230 OR (203) 775-9380
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4" TEE INLET BAFFLE
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LIQUID LEVEL
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4" TEE OUTLET BAFFLE W/ EFFLUENT FILTER
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6" x 10" OPENING
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A
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A
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PLASTIC HANDLE W/ WARNING PLACARD TYP.
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18" CLEANOUT COVER
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SECTION A - A
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PLAN VIEW
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PERCOLATION TEST
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P1
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11/30/2021
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1
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J.P.G.
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PEROCLATION DATA, MLSS SLOPE
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R.D.S.
Page 8: 44 & 50 Cutler Road

Patricia Sesto

Director

Town of

Greenwich Conservation Commission Town Hall – 101 Field Point Road - Greenwich, CT 06830

Phone 203-622-6461 Fax 203-622-3795

MEMORANDUM

To: Jacalyn Pruitt, Planner II

From: Aleksandra Moch, Environmental Analyst (Wetland and Soil Scientist)

Date: November 1, 2021

Re: MCJB, LLC & Thomas & Virginia Daly, 44 & 50 Cutler Road, PLPZ 2021 00412

Site survey by S.E. Minor & Co., Inc., dated August 12, 2021

I have reviewed the above survey and visited the site. The following comments are offered for your

consideration.

1. The proposed equal-area exchange will contain wooded land which is located within the wetland and/or

wetland buffer area. The proposed boundary adjustment should not have any negative impact on the

natural environment since the development along these areas will be regulated by the IWWA.

2. The provided survey has a revision date of August 12, 2021 however, the date is misleading since no

updates were done to the survey despite some changes on-site. The survey needs to be updated to show a

stone wall along the boundary between the properties and the updated wetland boundary. Both

properties have separate new surveys which feature the existing conditions. The survey showing the

proposed lot line revision should be updated to reflect the current conditions accurately and avoid future

confusion.

cc: Conservation Commission

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DEPARTMENT OF PUBLIC WORKS – ENGINEERING DIVISION SITE DEVELOPMENT REVIEW

21-4(11) 44 & 50 Cutler Road 11-04-21 1 of 1

Engineering Project No. 21-4(11) Department Project No. PLPZ20210012

Submittal Received Date: 9/21/2021

Submittal Reviewed For: Planning and Zoning

Traffic Review Requested: No Review Type: Final Subdivision

PLAN SET INFORMATION

Plan Title: Map Showing Equal Area Exchange Project Address: 44 & 50 Cutler Road

DRAINAGE SUMMARY REPORT INFORMATION

Engineering Firm: ---------- Original Report Date: Latest Report Revision Date:

Reviews provided by the Engineering Division are for compliance with the Town’s “Roadway Design Manual and Standard Construction Details” and “Drainage Manual” as amended. Reviews are based upon the information and plans provided. Comments pertaining to the Town’s manuals are not all encompassing. Other reviewing entities may provide additional comments regarding consistency with these manuals in accordance with their jurisdictions. Review of sanitary sewer and septic systems are not reviewed by the Engineering Division. All New Submittals for Commission Meetings must be received by the Engineering Division four weeks before scheduled Commission Meeting. All Revised Submittals for Commission Meetings must be received by the Engineering Division three weeks before scheduled Commission Meeting. Reviewed and Approved by: Date: 11/04/2021 Juan Paredes, P.E. - Civil Engineer II COMMENTS AND CONDITIONS OF APPROVAL: See Comments Below

1. The lot line revision is acceptable to the Engineering Division.

Engineering Firm: S.E. Minor and Co., Inc.

Original Plan Date: 08/17/2021 Latest Plan Revision Date:

Page 10: 44 & 50 Cutler Road

Reviewed by: Jodi Couture Date: 10/29/2021 Note: These comments do not represent Building Inspection Division approval. Plans subject to review by ZEO at time of building

permit application.

ZONING ENFORCEMENT Project No. PLPZ202100412 Preliminary Final X Reviewed for Planning and Zoning Commission. TITLE OF PLAN REVIEWED: MCJB, LLC. & Daly LOCATION: 44 & 50 Cutler Rd. PLAN DATE: ZONE: RA-4 Ok for Zoning Permit Sign-off with the following revisions: Resubmit the following prior to Site Plan/ Subdivision approval: . The subject site plan/subdivision meets the requirements of the Building Zone Regulations,

excluding sections 6-15 and 6-17, and is Ok for Zoning Permit Sign-off.

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