Mcgoey, HAUSER and EDSALL Fax: (845) 567-3232 CONSULTING ENGINEERS D.P.C

Main Office 33 Airport Center Drive Suite 202 New Windsor, New York 12553

(845) 567-3100 McGOEY, HAUSER and EDSALL fax: (845) 567-3232 CONSULTING ENGINEERS D.P.C. e-mail: [email protected]

MARK J. EDSALL, P.E., P.P. (NY, NJ & PA) MICHAEL W. WEEKS, P.E. (NY, NJ & PA) Principal Emeritus: RICHARD D. McGOEY, P.E. (NY & PA) MICHAEL J. LAMOREAUX, P.E. (NY, NJ, PA, VT, VA & CT) WILLIAM J. HAUSER, P.E. (NY, NJ & PA) PATRICK J. HINES

LYLE R. SHUTE, P.E. LEED-AP (NY, NJ, PA)

TOWN OF NEWBURGH PLANNING BOARD TECHNICAL REVIEW COMMENTS

PROJECT: YOUNG SUBDIVISION PROJECT NO.: 20-02 PROJECT LOCATION: SECTION 8, BLOCK 1, LOT 52.2 Town of Newburgh SECTION 108.004, BLOCK 5, LOT 20.21 & 20.3 Town of Marlborough REVIEW DATE: 29 MAY 2020 MEETING DATE: 4 JUNE 2020 PROJECT REPRESENTATIVE: ENGINEERING AND SURVEYING PROPERTIES

1. The Town of Marlborough Planning as lead agency, issued a Negative Declaration for the project (copy attached). The project was typed as a Type I Action due to the proximity to the Gomez Mill House site. NYS Office of Parks Recreation and Historic Preservation has issued no adverse impact letter.

2. Both County planning boards have issued a 239 review letter (copies attached).

3. A public hearing is required for the project. It is noted that the Town of Marlborough Planning Board held a public hearing on 18 May 2020. Comments received involved drainage along the Town road, use of the site for a “wood cutting operation”, status of vehicles stored on the site, sight distance at driveway.

4. The Town of Marlborough Highway Superintendent has signed off on the driveway locations with a condition that lot #3 have clearing performed for sight distance. A note should be placed on the plan regarding this requirement.

Respectfully submitted,

McGoey, Hauser and Edsall Consulting Engineers, D.P.C.

______Patrick J. Hines Principal

PJH/dns • Regional Office • 111 Wheatfield Drive • Suite 1 • Milford, Pennsylvania 18337 • 570-296-2765 •

Member

www.EngineeringPropertiesPC.com 71 Clinton Street Montgomery, NY 12549 phone: (845) 457-7727 fax: (845) 457-1899

May 4, 2020

Town of Marlborough Planning Board 21 Milton Turnpike Milton, NY 12547

ATTN: Chris Brand, Chairman

RE: APPLICATION #2020-02 50 MILL HOUSE ROAD TAX LOT # 108.004-5-20.21

Dear Mr. Brand: Please find attached 12 copies of the revised plan set for the above referenced project. The plans have been revised in accordance with a review comment letter prepared by the Ulster County Planning Department dated April 1, 2020 and a comment letter from McGoey, Hauser and Edsall Consulting Engineers, D.P.C. dated 17 April 2020. Below is a comment by comment response to each comment letter:

Ulster County Planning Recommendations: Ulster County Health Department Review An application was made to the Ulster County Department of Health on February 27, 2020 for Realty Subdivision approval which is currently under review for the approval of the proposed well and septic systems located on Lots 1 & 4. It should be noted that the proposed well on Lot 4 is located a distance greater than 200’ away from the existing subsurface septic system on Lot 3. In addition, the existing driveway for Lot 3 provides a natural surface break in drainage patterns from the developed area of Lot 3 and the proposed area of Lot 4 therefore any speculative failure of the septic on Lot 4 will not impact the proposed improvements of Lot 4.

Archaeology Survey In accordance with SEQR requirements a Phase 1A & 1B archaeology survey was completed for the project. The report has been submitted to New York State Historic Preservation Office for their review. In addition, below is the conclusion and recommendations directly from the report (copy attached).

The Phase IA had determined that based upon topographic characteristics and proximity to prehistoric sites, the property was assessed as having an above average potential for encountering prehistoric sites. Based upon topographic characteristics and proximity to historic sites, historic map documented structures and roads, the property was assessed as having a higher than average potential for encountering historic sites.

Site Design and Development • Land Surveying • Environmental Planning and Permitting Construction Support • Project Management • Client Advocating and Representation • Municipal Engineering Young Subdivision Page 2

During the course of the Phase IB archaeological field survey, 65 ST’s were excavated. No prehistoric artifacts or features were encountered. No historic artifacts or features were encountered. No further work is recommended.

Driveway – Advisory Comment In accordance with additional comments received from the Town Engineer and planning board members, the proposed driveway for Lot 4 has been combined with the existing driveway of Lot 3 and a common access easement has been shown on the plan and will be filed with the Ulster County Clerk’s office.

McGoey, Hauser & Edsall

1. As stated above, an application was made to the Ulster County Department of Health on February 27, 2020 for Realty Subdivision approval which is currently under review for the approval of the proposed well and septic systems located on Lots 1 & 4. In addition, joint soil testing was originally scheduled for March 19, 2020, however due to the ongoing COVID-19 pandemic, the UCHD advised that although they would be unable to be present that the soil testing consisting of test- pits should still be performed and submit photos along with the standard documentation paperwork for their review. 2. An environmental subconsultant, Peter Torgersen, prepared a letter (copy attached) regarding the potential impact on the Bald Eagle. The letter was electronically submitted to the NYSDEC on April 17, 2020 and a response has not been received to date. 3. As stated above, a Phase 1A & 1B archaeology survey was completed for the project with a recommendation of no further studies. The report has been submitted to New York State Historic Preservation Office for their review. 4. A copy of the plans was e-mailed and hard copy of this submission has been sent to the Highway Superintendent for his comments. 5. A response to the Ulster County Planning Comments are above. A copy of the response to the Town of Newburgh, including responses to Orange County Planning comments are attached. 6. No response required. 7. The following note has been added to the plans regarding the requirement of covenants to be filed for Lots 2, 3 & 4 in both Ulster and Orange County Clerk’s Office. Lots 2, 3 & 4 (although considered as single lots for building purposes) encompass separate tax lots in the Town of Marlborough and the Town of Newburgh. Restrictive covenants shall be filed with the County of Ulster and county of Orange Clerks’ offices ensuring that individual tax lots cannot not be sold, transferred, or foreclosed on separately.

www.EngineeringPropertiesPC.com • 71 Clinton Street, Montgomery, NY 12549 • Phone: (845) 457-7727 Young Subdivision Page 3

If you have any additional questions and/or comments, please don’t hesitate to contact this office.

Sincerely, Engineering & Surveying Properties, PC

Jay Samuelson, P.E. Principal encl. cc: David & Susan Young Patrick Hines, MHE Town of Newburgh Planning Board

www.EngineeringPropertiesPC.com • 71 Clinton Street, Montgomery, NY 12549 • Phone: (845) 457-7727

www.EngineeringPropertiesPC.com 71 Clinton Street Montgomery, NY 12549 phone: (845) 457-7727 fax: (845) 457-1899

May 4, 2020

Town of Newburgh Planning Board 308 Gardnertown Road Newburgh, NY 12550 ATTN: John Ewasutyn, Chairman

RE: APPLICATION #2020-02 50 MILL HOUSE ROAD TAX LOT # 8-1-52.2

Dear Mr. Ewasutyn: Please find attached 12 copies of the revised plan set for the above referenced project. The plans have been revised in accordance with a review comment letter prepared by the Orange County Planning Department dated March 11, 2020 and a comment letter from McGoey, Hauser and Edsall Consulting Engineers, D.P.C. dated April 2, 2020. Below is a comment by comment response to each letter:

Orange County Planning: Comments: 1. In accordance with SEQR requirements a Phase 1A & 1B archaeology survey was completed for the project. The report has been submitted to New York State Historic Preservation Office for their review. In addition, below is the conclusion and recommendations directly from the report (copy attached).

2. An environmental subconsultant, Peter Torgersen, prepared a letter (copy attached) regarding the potential impact on the Bald Eagle. The letter was electronically submitted to the NYSDEC on April 17, 2020 and a response has not been received to date. Advisory Comments: Safe Drinking Water: An application was made to the Ulster County Department of Health on February 27, 2020 for Realty Subdivision approval which is currently under review for the approval of the proposed well and septic systems located on Lots 1 & 4. It should be noted Site Design and Development • Land Surveying • Environmental Planning and Permitting Construction Support • Project Management • Client Advocating and Representation • Municipal Engineering Young Subdivision Page 2

that the proposed well on Lot 4 is located a distance greater than 200’ away from the existing subsurface septic system on Lot 3. In addition, the existing driveway for Lot 3 provides a natural surface break in drainage patterns from the developed area of Lot 3 and the proposed area of Lot 4 therefore any speculative failure of the septic on Lot 4 will not impact the proposed improvements of Lot 4.

Driveway Locations: In accordance with additional comments received from the Town Engineer and planning board members, the proposed driveway for Lot 4 has been combined with the existing driveway of Lot 3 and a common access easement has been shown on the plan and will be filed with the Ulster County Clerk’s office.

McGoey, Hauser & Edsall 1. No response required. 2. No response required. 3. The following note has been added to the plans regarding the requirement of covenants to be filed for Lots 2, 3 & 4 in both Ulster and Orange County Clerk’s Office. Lots 2, 3 & 4 (although considered as single lots for building purposes) encompass separate tax lots in the Town of Marlborough and the Town of Newburgh. Restrictive covenants shall be filed with the County of Ulster and county of Orange Clerks’ offices ensuring that individual tax lots cannot not be sold, transferred, or foreclosed on separately. 4. As stated above, a Phase 1A & 1B archaeology survey was completed for the project with a recommendation of no further studies. 5. As stated above, an environmental subconsultant, Peter Torgersen, prepared a letter (copy attached) regarding the potential impact on the Bald Eagle. 6. It is understood that a public hearing will not be scheduled until the Town of Marlborough completes SEQR. We anticipate that to be completed on May 18, 2020. If you have any additional questions and/or comments, please don’t hesitate to contact this office.

Sincerely, Engineering & Surveying Properties, PC

Jay Samuelson, P.E. Principal encl cc: David & Susan Young Patrick Hines, MHE Town of Marlborough Planning Board

www.EngineeringPropertiesPC.com • 71 Clinton Street, Montgomery, NY 12549 • Phone: (845) 457-7727

ANDREW M. CUOMO ERIK KULLESEID

Governor Commissioner

May 04, 2020

Michael Lynch Project Engineer Engineering & Surveying Properties, PC 71 Clinton Street Montgomery, NY 12549

Re: SEQRA Young Subdivision 50 Mill House Rd, Marlboro, NY 12542 20PR01674 20-02

Dear Michael Lynch:

Thank you for requesting the comments of the Division for Historic Preservation of the Office of Parks, Recreation and Historic Preservation (OPRHP) as part of your SEQRA process. These comments are those of OPRHP and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impacts must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6 NYCRR Part 617).

If this project will involve state or federal permitting, funding or licensing, it may require additional review for potential impacts to architectural and archaeological resources, in accordance with Section 106 of the National Historic Preservation Act or Section 14.09 of NYS Parks Recreation and Historic Preservation Law.

OPRHP has reviewed Phase I Archaeological Investigation at 50 Mill House Road, Townships of Newburgh, Orange County and Marlborough, Ulster County, New York (Tracker Archaeology, April 2020). Based on the information provided, OPHRP has no concerns regarding the proposed project under SEQRA. Should the project design be changed, we recommend further consultation with this office.

If you have any questions, please don't hesitate to contact me.

Sincerely,

Philip A. Perazio, Historic Preservation Program Analyst - Archaeology Unit Phone: 518-268-2175 e-mail: [email protected] via email only

cc: John Ewasutyn, Town of Newburgh; Virginia Flynn, Town of Marlborough

Division for Historic Preservation P.O. Box 189, Waterford, New York 12188-0189 • (518) 237-8643 • parks.ny.gov

Phase I Archaeological Investigation at 50 Mill House Road Townships of Newburgh, Orange County and Marlborough, Ulster County, New York

April 2020

Prepared for: Engineering & Surveying Properties, Montgomery, New York

Alfred G. Cammisa, M.A. with Alexander Padilla

1016

1 MANAGEMENT SUMMARY

PR#: 20PR01674

Involved agencies: Town of Marlborough, Ulster County Town of Newburgh, Orange County NYDEC

Phase: Phase IA & IB

Location: Town of Newburgh, Orange County Town of Marlborough, Ulster County

Survey Area: Length: up to 500 feet ( 152meters) north-south Width: about 440 feet (134 m) east-west Acres Surveyed: 4.5 acres (1.8 hectares) with steep slopes

USGS: Wappingers Falls, NY

Survey overview: ST no. & interval: 65 ST’s at 50 ft (15m) intervals Size of freshly plowed area: na Surface survey transect interval: na

Results: No prehistoric or historic remains Structures: No. Of buildings/structures/cemeteries in project area: overhead utility lines No. Of buildings/structures/cemeteries adjacent to project area: 4 dwellings No. Of previously determined NR listed or eligible buildings/structures/cemeteries/districts: none No. Of identiﬁed eligible buildings/structures/cemeteries/districts: none

Authors: Alfred G. Cammisa, M.A. Alexander Padilla, B.A.

Date of Report: Report completed April, 2020

2 TABLE OF CONTENTS

Introduction……………………………………………………………………………………………………………1 Environment...... 1-2 Prehistoric Potential ...... ….3 Historic Potential...... 3-5 Field Methods…..………………………………………………………………………………………………….5-6 Field Results …………………………………………………………………………………………………………6 Conclusions and Recommendations………………………………………………………………………………6 Bibliography ...... 6-7 Appendix 1: Figures and Photos Appendix 2: Shovel Test Notes

LIST OF FIGURES

Figure 1 Wappingers Falls, New York USGS Figure 2 Location of the ST’s on the project area Figure 3 1779 Sauthier map Figure 4 1850 Sidney map Figure 5 1853 Landownership map Figure 6 1875 Beers Town atlas Figure 7 1875 Beers atlas-Newburgh Figure 8 1903 USGS Figure 9 County Soil Survey

LIST OF PHOTOS

Photo 1 From Mill House Road at Lot 4 Photo 2 Looking at dumping area Photo 3 From Mill House Road at Lot 1 Photo 4 Steep slope

3 INTRODUCTION

Between April 1 and 16, 2020, TRACKER Archaeology, Inc. conducted a Phase IA and IB Archaeological Investigation at 50 Mill House Road, Townships of Newburgh, Orange County and Marlborough, Ulster County, New York.

The purpose of the Phase IA documentary study was to determine the prehistoric and historic potential of the project area for the recovery of archaeological remains. The Phase IA was implemented by a review of the original and current environmental data, archaeological site files, other archival literature, maps, interviews, and documents. The prehistoric and historic site file search was conducted utilizing the CRIS resources of the New York State Historic Preservation Office in Waterford. Various historic web sites may have been queried via the internet to review any pertinent site information.

These investigations have been conducted in accordance with the standards set forth by the New York Archaeological Council and the New York State Historic Preservation Ofﬁce.

The Phase IB survey provided actual evidence for the presence or absence of any archaeological sites within the property through ground surface and subsurface ﬁeld testing.

The project area consists 2 proposed lots, Lots 1 & 4, about 4.5 acres with steep slopes, from a larger property. The property as a whole is located at 50 Millhouse Road, Marlborough, NY. It is bound to the north by Mill House Road and to the remaining sides by private properties.

The investigation was completed by TRACKER Archaeology, Inc. of Monroe, New York. Prehistoric and historic research was conducted by PI, Alfred G. Cammisa, M.A. Field work was conducted by Alfred G. Cammisa, crew chief, Alfred T. Cammisa, and ﬁeld technicians, Bryan Hague, B.A. and Eric Hague, B.A. Report preparation was by Alfred G. Cammisa with Alexander Padilla (CAD).

The work was performed for Engineering & Surveying Properties, Montgomery, New York.

ENVIRONMENT

Geology The study area is located in the southeast portion of New York State in the northeast part of Orange County and the southern section of Ulster County.. This region of New York lies within the Ridge and Valley Physiographic Province near the interface of the Hudson Highlands. This province, also known as the Newer Appalachians, extends from Lake Champlain to Alabama. It passes as a narrow lowland belt between the New England Uplands (Taconic Mountains and Hudson Highlands) to the east and the Appalachian Plateau (Catskill and Shawangunk Mountains) and Adirondack Mountains to the west. The characteristic topography is a succession of parallel valleys and ridges trending roughly in a northeasterly direction. This is a region of sedimentary rocks which were easily eroded and subjected to folding or bedding of the rock layers. The eastern limit of the Ridge and Valley Province is a broad, well-deﬁned valley, 300 to 600 feet above sea level, known as the Great Valley. In the vicinity of Ellenville, the Great Valley is called the Wallkill Valley (Schuberth 1968: cover map, 16-18; Isachsen et al 2000: 4, 53-54; New York-New Jersey Trail Conference 1998: cover map).

Soils and Topography Soils on the project area consist of:

1 Name Soil Horizon Color Texture Slope Drainage Land- Depth Inclusion % form in(cm)

Bath-Nassau Ap=0-6n 10YR4/3-3/3 GrSiLo 8-25 Well Glacial till (0-15cm) or ShSiLo B=6-11 (-28) 10YR5/4

Chenango Ap= 0-9in 10YR343 GrSiLo 3-8 &8-15 well glacial (0-22cm) outwash B= 9-15(-38) 10YR5/6

Hoosic Ap= 0-8in 10YR343 GrLo & 3-8 & 5-16 Well Glacial (0-20cm) GrSaLo outwash B2= 10YR5/6 8-14(-36) Mardin Ap= 0-8in 10YR4/3 GrSiLo 3-8, 8-15 well glacial till (0-20cm) B2= 10YR5/6 8-15(-38)

(Tornes 1979:map, 16-17, 26, 32, 110,114, 117; Olsson 1981:map#7; 35, 38-39, 93, 95).

KEY:

Shade: Lt=Light, Dk=Dark, V=Very Color: Br=Brown, Blk=Black, Gry=Gray, Gbr=Gray Brown, StBr=Strong Brown, Rbr=Red Brown, Ybr= Yellow Brown Soils: Si=Silt, Lo=Loam, Sa=Sand, Cl=Clay Other: Sh=shale, M=Mottle, Gr=Gravelly, Cb=cobbles, Ch=channery, Fi=Fine,/=or

Elevations on the project areas range from approximately 150 to 200 feet above mean sea level.

Hydrology The project area is about 640 feet east of a tributary of Lattingtown Creek. The tributary and Lattingtown Creek intersect near the mouth of the Hudson River.

Vegetation The predominant forest community in this area was probably the Oak Hickory. This forest is a nut producing forest with acorns and hickory nuts usually an obvious part of the leaf litter on the forest ﬂoor. The Oak Hickory Forest intermingles with virtually all other forest types. The northern extension of this forest community was also originally called the Oak-Chestnut forest, before the historic Chestnut blight (Kricher 1988:38, 57-60).

At the time of the Phase IB ﬁeld work, the property consisted of a woods and thicket with some high canopy trees, middle story and undergrowth of briars and saplings.

2 PREHISTORIC POTENTIAL

A prehistoric site ﬁle search was conducted at the New York State Historic Preservation Ofﬁce. The search included a 1 mile radius around the study area. The following sites were recorded:

NYSM Site NYSHPO Site Distance from APE Site Type ft(m)

11150.000004 4718(1438) Indian Burial Ground:On hill overlooking creek adjacent to colonial cemetery cant read 5053+ (large circle) NA (obscured by (1540+) 15SR00358/ DEP ACES Architectural survey area)

Assessing the known environmental and prehistoric data, we can summarize the following points:

-The project ares is about 640 feet east of a tributary of Lattingtown Creek.

-The property contains level to steeply sloping terrain with well drained soils.

-Prehistoric sites are situated in the vicinity of the project area.

In our opinion, the study area has an above average potential for the recovery of prehistoric sites. The type of site encountered could be a procurement/processing site from the Woodland or Archaic periods.

HISTORIC POTENTIAL

Seventeenth Century At the time of European contact and settlement, the study area and surrounding territory were probably occupied by either the Warranawonkongs or the Waoranecks people, both of which interfaced near the study area. Both are branches of the Delaware linguistic group (Hearne Brothers nd:wall map; Becker 1993:19).

At the time of European contact and settlement, the study area was probably occupied by the Minsi group proper. The Waoranecks lived between Stony Point and Danns Kammer (near Newburgh Bay) with their western boundary unknown. The Waoraneck people were likely a sub-branch and/or clan or village related to the large Munsee (Minsi) tribe belonging to the Delawarean linguistic family. The term “Minsi” (or “Munsee”) means people of the stony country” or abbreviated as “mountaineers” (Ruttenber 1992A:35, 44-45, 49-50, 93; Ruttenber 1992A:221; Becker 1993:16-22; Hearne Brothers nd:wall map; Weslager 1991:45; Synder 1969:2).

Population estimates for the Munsee are 600 to 800 individuals. The Munsee are described by Becker (1993:18) as possibly horticultural.

3 According to Ruttenber (1992A:94-95) the Warranawonkongs were an Esopus chieftaincy. The Warranawonkongs occupied a territory which extended from the Dans-Kammer to the Katskill mountains and which included the Wallkill drainage as well as the Shawangunk and Esopus.

Population of the Esopus were approximately 300. They are reported as foragers according to Becker (1993:18).

An Indian fort was supposed to have been constructed along the Shawangunk Kill. The fort was destroyed by Captain Kreiger and his men while pursuing the Indians for the recapture of the prisoners taken at the Esopus and Hurley massacres in 1663 (Foote 1907:377).

After the fort and cornﬁelds were destroyed by Kreiger and his men (outside Indians and Dutch), a second fort was constructed about 4 hours from the original. It was located on the east bank of the Shawangunk Kill in Shawangunk. Kreiger destroyed the second fort as well. Both forts were located along Indian foot trails (Ruttenber 1992A:149-152; Ruttenber 1992B:391).

Eighteenth Century In 1714, Luis Moses Gomez, the ﬁrst Sephardic Jew in the county, purchased 2500 acres where several Indian trials converged and built a house near a stream. That stream was a central gathering place and camping ground for the local Indians. Luis and his son conducted a thriving fur trade with the Indians at the Mill House for more than 30 years (Mathews 1983).

The City of Newburgh was founded in 1709 by a group of more than 50 (Palatines) Germans from the Palatine. The area became known as the Palatine Parish Patent. However, by 1740, many soon left for Pennsylvania or died off. By 1743, they were followed by immigrants from England, particularly the Ulster- Scotch to whom were transmitted all previous claims of the Germans, both in territory and church. By 1752 the settlement was given the name of Newburgh, in memory of Newburgh, Scotland. One of the most prominent Scottish residents was Jonathan Hasbrouck, a landowner and businessman, who bought a large tract of land and built a home that would later become George Washington's headquarters (Anonymous 1910:3; www.newburghrevealed 2002).

During the Revolutainary War, the Mill House was sold to a Dutch-American patriot and used as a meeting center for the Patriot army. During the war the house had a second ﬂoor built (Mathews 1983).

The 1779 Sauthier map shows the study property located on the Marlborough-Newburgh border along the Albany Post Road (Figure 3).

Nineteenth Century Newburgh soon became a thriving village. By mid-century, the population approximated seven thousand. There had been some drift of Holland-Dutch from Columbia County, Orange County, Duchess County, Putnam County, Westchester County, and other adjoining counties to Newburgh and it became apparent that a Dutch Reform Church was needed. In 1834 the Reverend Cruikshank was sent to Newburgh as a missionary to try to gather a Dutch church. The beginning of the church in Newburgh was feeble, but by 1835 meetings and services were being held in the Associate Reformed Church at First and Grand Streets (Anonymous 1910:4; www.newburghrevealed 2002).

The 1850 Sydney Map of Newburgh depicts the project area with a structure across Mill House Road (Figure 4).

The 1853 map of Marlborough shows a house across Mill House Road (Figure 5).

The 1875 Beers atlas of Marlborough shows no structures on or immediately adjacent to the project area (Figure 6).

4 The 1875 Beers atlas of Newburgh shows no structures on or immediately adjacent to the project area (Figure 7).

Local industries included fruit as the principal industry, eiderdown & wool, a crate factory, as well as summer boarding vacation, at this time (Mathews 1983).

Twentieth Century The 1903 USGS map depicts two structures immediately on or adjacent to the project area (Figure 7).

An historic site ﬁle search was conducted at the New York State Historic Preservation Ofﬁce. The search included a 1 mile radius around the study area. The following sites were recorded:

NYSM Site NYSHPO Site Distance from APE Site Type ft(m)

7114.000142 967(295) Gomez Mill House root cellar locus: above ground, 1860-1880 w/ironstone, whiteware, porcelain, stoneware, redware, kaolin pipes, bottle glass, faunal, etc.

7114.000224 3534(1077) Conway Tenant house 1: complete superstructure, late19th-early20th century

1115.000005 4847(1477) Smith’s Burial Ground: on hill overlooking Old Man’s Creek

Assessing the known environmental and historic data, we can summarize the following points:

-The project ares is about 640 feet east of a tributary of Lattingtown Creek.

-The property contains to steeply sloping terrain with well drained soils.

-Historic sites are in the neighborhood of the project area and the road is historic.

-Historic map documented structures were on or immediately adjacent to the project area at one time or another.

In our opinion, the project parcel has a higher than average potential for the recovery of nineteenth century sites.

FIELD METHODS

Walkover Covered ground terrain was reconnoitered at about 15 meter intervals, or less, to observe for any above ground features, such as berms, rock conﬁgurations, or depressions, which might be evidence for a prehistoric or historic site. Photographs were taken of the project area.

5 Shovel Testing Shovel tests were excavated at 15 meter intervals across the project area. Steep slopes were avoided due to their poor potential for encountering archaeological sites. Each shovel test measured about 30 to 40 cm. in diameter and was dug into the underlying subsoil (B horizon) 10 to 20 cm. when possible. All soils were screened through 1/4 inch wire mesh and observed for artifacts. All shovel tests (ST's) were mapped on the project area map at this time.

Soils stratigraphy was recorded according to texture and color. Soil color was matched against the Munsell color chart for soils. Notes on ST stratigraphy and other information was transcribed on ﬁeld forms and in a notebook.

FIELD RESULTS

Field testing of the project area included the excavation of 65 shovel tests. No prehistoric artifacts or features were encountered. No historic artifacts or features were encountered. Heavy dumping was evident on proposed Lot 4 consisting of large amounts of cut trees and branches, wood chips and wood chip mulch, discarded trucks, cars, machinery, and wood furniture, braces, etc. Some of the slopes on Lot 4 appeared to have been terraced at some time in the past, possibly to support an apple orchard.

Stratigraphy Stratigraphy across the project corridor consisted of:

-O horizon -2 to 6 cm. thick of root mat, leaf litter, and humus.

-A horizon - 20 to 25 cm. thick of 10YR4/3 brown gravelly loam.

-B horizon - 10 or more dug into of 10YR5/6, yellow brown gravelly loam.

CONCLUSIONS AND RECOMMENDATIONS

During the course of the Phase IB archaeological ﬁeld survey, 65 ST’s were excavated. No prehistoric artifacts or features were encountered. No historic artifacts or features were encountered. No further work is recommended.

BIBLIOGRAPHY Anonymous 1910 A Brief History, Prepared for the seventy ﬁfth anniversary celebration. American Reformed Church, Newburgh, New York.

Becker, Marshall Joseph 1993 The Lenape and Other “Delawarean” Peoples at the time of European Contact: Populations Estimates Derived from Archaeological and Historical sources, in Journal of the New York State Archaeological Association, #105 Spring.

6 Eagers, Samuel W. 1847 An Outline History of Orange County. S.T. Callahan, Newburgh.

Foote, Charles E. 1907 History of Ulster County. Alfonso T. Clearwater, editor.

Hasbrouck, Kenneth E. 1983 History of Ulster County with emphasis on the Last 100 Years, 1883-1983. Historians of Ulster County.

Kricher, John C. and Gordon Morison 1988 The Peterson Field Guide Series: Eastern Forests of North America. Houghton Mifﬂin Company, Boston.

Mathews, John 1983 The Town of Marlborough, in The History of Ulster County with emphasis on the last 10 years. Compiled by the Historians of Ulster County for the tercentenary Year

Morrison, David A. 1908 History of Orange County, New York. Van Deusen and Elms. Editor, Russell Headley.

New York-New Jersey Trail Conference 1998 New York Walk Book. New York-New Jersey Trail Conference.

Olsson, Karl S. 1981 Soil Survey of Orange County, New York. U.S. Department of Agriculture, Soil Conservation Service in Cooperation with Cornell University Agricultural Experimental Station.

Ruttenber, E.M. 1992A Indian Tribes of Hudson’s River - to 1700. Hope Farm Press, Saugerties, New York.

1992B Indian Tribes of Hudson’s River - 1700-1850. Hope Farm Press, Saugerties, New York.

Ruttenber, E.M. and L.H. Clarke 1881 History of Orange County, New York. Everts and Peck, Philadelphia.

Schuberth, Christopher J. 1968 The Geology of New York State and Environs. New York: Natural History Press.

Synder, John P. 1969 The Story of New Jersey's Civil Boundaries: 1606-1968. Bureau of Geology-Topography, New Jersey.

Tornes, Lawrence, A. 1979 Soil Survey of Ulster County, New York. U.S.D.A., soil conservation Service in cooperation with Cornell University Agricultural Experimental Station.

Town of Newburgh 2002 Newburgh’s History. http://www.newburghrevealed.org/historypalatine.htm.

Weslager, C.A. 1991 The Delaware Indians - A History. Rutgers University Press, New Jersey.

7 Maps Beers, F.W. 1875 County Atlas of Orange County, New York. F.W. Beers, New York. 1875 County Atlas of Ulster County, New York. F.W. Beers, New York.

Hearne Brothers no date Indians of New York. Earth Science Projection Map. Hearne Brothers, Michigan.

Sauthier, Claude Joseph 1779 A Chronological Map of the Province of New York in North America, Divided into Counties, manors, Patents, Townships, and Grants of Land. William Faden, London.

Sidney, J.H. 1850 Map of Orange County, New York. Newell S. Brown, Newburgh and Philadelphia.

United States Geologic Survey 1957 Newburgh, New York quadrangle map, 7.5 minute series. 1903 Newburgh, New York quadrangle map, 15 minutes series.

8 APPENDIX 1

9 Figure 1 N

Wappingers Falls, NY USGS

project area

ROBERTSON

OHW OHW

OHW 20 OHW

6 9 OHW

CENTRAL HUDSON GAS & ELECTRIC EASEMENT

GOMEZ FOUNDATION APPROXIMATE LOCATION OF 150 FT WIDE

OHW

19 OHW OHW 5 10 31

22 OHW 32 OHW 4

OHW

OHW DUMP 23 OHW OHW 1 18 33

3 12

DUMP OHW 40 DUMP 17 24

2 13 OHW 29 2 0'7'5'25' 50' 75' 100' 16 34 25 1 14 28 39 15 35 26 27 38 42 36 37

OHW 41 0

YOUNG

SMITH OHW 50' 100'

OHW

OHW 45 3 46 44 51 47 43 52 50 48 57 53 49 58 56

SMITH 54

63 REILLY 59 55 64 62 60 4 65 61 66

MEZYNSKI

JAVINETT Figure 3 N 1779 Sauthier map

Project vicinity

Figure 5 N 1853 Landownership map

project area project project area area Figure 6 N 1875 Beers atlas

project area

project area Figure 7 N 1875 Beers atlas-Newburgh

project area project area Figure 8 N 1903 USGS

project project area area

Photo 1 From Mill House Road at Lot 4 Photo 2 Looking at dumping area

APPENDIX 2

10 SHOVEL TESTS

STP Lv Depth(cm) Texture Color Hor. Comments 1 1 0-4 rootmat,leaves,humus A/O NCM 2 4-27 GrLo 10YR4/3 A NCM 3 27-37 GrLo 10YR5/6 B NCM

2 1 0-4 rootmat,leaves,humus A/O NCM 2 4-27 GrLo 10YR4/3 A NCM 3 27-37 GrLo 10YR5/6 B NCM

3 1 0-5 rootmat,leaves,humus A/O NCM 2 5-28 GrLo 10YR4/3 A NCM 3 28-38 GrLo 10YR5/6 B NCM

4 1 0-5 rootmat,leaves,humus A/O NCM 2 5-26 GrLo 10YR4/3 A NCM 3 26-36 GrLo 10YR5/6 B NCM

5 1 0-4 rootmat,leaves,humus A/O NCM 2 4-26 GrLo 10YR4/3 A NCM 3 26-36 GrLo 10YR5/6 B NCM

6 1 0-6 rootmat,leaves,humus A/O NCM 2 6-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

7 1 0-4 rootmat,leaves,humus A/O NCM 2 4-27 GrLo 10YR4/3 A NCM 3 27–37 GrLo 10YR5/6 B NCM

8 1 0-3 rootmat,leaves,humus A/O NCM 2 3-25 GrLo 10YR4/3 A NCM 3 25-40 GrLo 10YR5/6 B NCM

9 1 0-3 rootmat,leave,humus A/O NCM 2 3-27 GrLo 10YR4/3 A NCM 3 27-30 GrLo 10YR5/6 B NCM

10 1 0-4 rootmat,leaves,humus A/O NCM 2 4-24 GrLo 10YR4/3 A NCM 3 24-36 GrLo 10YR5/6 B NCM

11 1 0-2 rootmat,leaves,humus A/O NCM 2 2-26 GrLo,wet 10YR4/3 A NCM 3 26-37 GrLo 10YR5/6 B NCM

12 1 0-2 rootmat,leaves,humus A/O NCM 2 2-24 GrLo,wet 10YR4/3 A NCM 3 24-34 GrLo 10YR5/6 B NCM

11 13 1 0-3 rootmat,leaves,humus A/O NCM 2 3-27 GrLo 10YR4/3 A NCM 3 27-40 GrLo 10YR5/6 B NCM

14 1 0-3 rootmat,leaves,humus A/O NCM 2 3-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

15 1 0-3 rootmat,leaves,humus A/O NCM 2 3-28 GrLo 10YR4/3 A NCM 3 28-38 GrLo 10YR5/6 B NCM

16 1 0-3 rootmat,leaves,humus A/O NCM 2 3-28 GrLo 10YR4/3 A NCM 3 28-38 GrLo 10YR5/6 B NCM

17 1 0-5 rootmat,leaves,humus A/O NCM 2 5-27 GrLo 10YR4/3 A NCM 3 27-37 GrLo 10YR5/6 B NCM

18 1 0-5 rootmat,leaves,humus A/O NCM 2 5-27 GrLo 10YR4/3 A NCM 3 27-37 GrLo 10YR5/6 B NCM

19 impeded by dumped wood

20 impeded by dumped wood

21 impeded by dumped wood

22 1 0-5 rootmat,leaves,humus A/O NCM 2 5-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

23 1 0-5 rootmat,leaves,humus A/O NCM 2 5-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

24 1 0-5 rootmat,leaves,humus A/O NCM 2 5-26 GrLo 10YR4/3 A NCM 3 26-36 GrLo 10YR5/6 B NCM

25 1 0-5 rootmat,leaves,humus A/O NCM 2 5-26 GrLo 10YR4/3 A NCM 3 26-36 GrLo 10YR5/6 B NCM

26 1 0-5 rootmat,leaves,humus A/O NCM 2 5-26 GrLo 10YR4/3 A NCM 3 26-36 GrLo 10YR5/6 B NCM

27 1 0-6 rootmat,leaves,humus A/O NCM 2 6-27 GrLo 10YR4/3 A NCM 3 27-37 GrLo 10YR5/6 B NCM

12 28 1 0-5 rootmat,leaves,humus A/O NCM 2 5-26 GrLo 10YR4/3 A NCM 3 26-36 GrLo 10YR5/6 B NCM

29 1 0-5 rootmat,leaves,humus A/O NCM 2 5-29 GrLo 10YR4/3 A NCM 3 29-40 GrLo 10YR5/6 B NCM

30 impeded by dumped wood

31 impeded by dumped wood

32 impeded by dumped wood

33 impeded by dumped wood

34 1 0-5 rootmat,leaves,humus A/O NCM 2 5-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

35 1 0-5 rootmat,leaves,humus A/O NCM 2 5-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

36 1 0-5 rootmat,leaves,humus A/O NCM 2 5-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

37 1 0-5 rootmat,leaves,humus A/O NCM 2 5-30 wood mulch ﬁll NCM

38 1 0-5 rootmat,leaves,humus A/O NCM 2 5-30 wood mulch ﬁll NCM

39 1 0-5 rootmat,leaves,humus A/O NCM 2 5-60 wood mulch ﬁll NCM

40 impeded by dumped wood

41 1 0-5 rootmat,leaves,humus A/O NCM 2 5-23 GrLo 10YR4/3 A NCM 3 23-rock

42 1 0-2 rootmat,leaves,humus A/O NCM 2 2-24 GrLo 10YR4/3 A NCM 3 24-34 GrLo 10YR5/6 B NCM

43 1 0-4 rootmat,leaves,humus A/O NCM 2 4-24 GrLo 10YR4/3 A NCM 3 24-34 GrLo 10YR5/6 B NCM

13 44 1 0-3 rootmat,leaves,humus A/O NCM 2 3-25 GrLo 10YR4/3 A NCM 3 25-40 GrLo 10YR5/6 B NCM

45 1 0-3 rootmat,leaves,humus A/O NCM 2 3-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

46 1 0-3 rootmat,leaves,humus A/O NCM 2 3-24 GrLo 10YR4/3 A NCM 3 24-34 GrLo 10YR5/6 B NCM

47 1 0-5 rootmat,leaves,humus A/O NCM 2 5-25 GrLo 10YR4/3 A NCM 3 25-40 GrLo 10YR5/6 B NCM

48 1 0-3 rootmat,leaves,humus A/O NCM 2 3-25 GrLo 10YR4/3 A NCM 3 25-40 GrLo 10YR5/6 B NCM

49 1 0-3 rootmat,leaves,humus A/O NCM 2 3-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

50 1 0-3 rootmat,leaves,humus A/O NCM 2 3-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

51 1 0-3 rootmat,leaves,humus A/O NCM 2 3-26 GrLo 10YR4/3 A NCM 3 26-36 GrLo 10YR5/6 B NCM

52 1 0-5 rootmat,leave,humus A/O NCM 2 5-26 GrLo 10YR4/3 A NCM 3 26-37 GrLo 10YR5/6 B NCM

53 1 0-3 rootmat,leaves,humus A/O NCM 2 3-27 GrLo 10YR4/3 A NCM 3 27-39 GrLo 10YR5/6 B NCM

54 1 0-3 rootmat,leaves,humus A/O NCM 2 3-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

55 1 0-4 rootmat,leaves,humus A/O NCM 2 4-27 GrLo 10YR4/3 A NCM 3 27-37 GrLo 10YR5/6 B NCM

56 1 0-4 rootmat,leaves,humus A/O NCM 2 4-27 GrLo 10YR4/3 A NCM 3 27-37 GrLo 10YR5/6 B NCM

14 57 1 0-4 rootmat,leaves,humus A/O NCM 2 4-27 GrLo 10YR4/3 A NCM 3 27-37 GrLo 10YR5/6 B NCM

58 1 0-4 rootmat,leaves,humus A/O NCM 2 4-27 GrLo 10YR4/3 A NCM 3 27-37 GrLo 10YR5/6 B NCM

59 1 0-5 rootmat,leaves,humus A/O NCM 2 5-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

60 1 0-5 rootmat,leaves,humus A/O NCM 2 5-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

61 1 0-5 rootmat,leaves,humus A/O NCM 2 5-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

62 1 0-5 rootmat,leaves,humus A/O NCM 2 5-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

63 1 0-5 rootmat,leaves,humus A/O NCM 2 5-25 GrLo 10YR4/3 A NCM 3 25-35 GrLo 10YR5/6 B NCM

64 1 0-2 rootmat,leaves,humus A/O NCM 2 2-27 GrLo 10YR4/3 A NCM 3 27-roots

65 1 0-4 rootmat,leaves,humus A/O NCM 2 4-24 GrLo 10YR4/3 A NCM 3 24-35 GrLo 10YR5/6 B NCM

15 NORTH SS < DEED BOOK: 13737, PAGE: 372 GOMEZ FOUNDATION SS DEED BOOK: 5694, PAGE: 204 (FILED MAP NO. 250-01) TAX MAP ID: 8-1-29.22 (FILED MAP NO. 250-01) ROBERTSON REPUTED OWNER: TAX MAP ID: 8-1-29.21 REPUTED OWNER: SS < 422 310 SS SS N 60°51'37" E < 146

1. 7. 8. 5. 3. 6. 2. 4. SS OHW FIELD. CONTOURS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. ULSTER AND COUNTY OF ORANGE CLERKS OFFICE ENSURING THAT INDIVIDUAL TAX ENCOMPASS SEPARATE TAX LOTS IN THE TOWN OF MARLBOROUGH AND PROPOSED NUMBER OF LOTS: 4 PROPERTIES PC, FROM USGS 1M HYDRO-FLATTENED DIGITAL ELEVATION MODELS LOTS CANNOT NOT BE SOLD, TRANSFERRED, OR FORECLOSED ON SEPARATELY. LOTS 2, 3 & 4 (ALTHOUGH CONSIDERED AS SINGLE FOR BUILDING PURPOSES) NYS.GIS.GOV AND CONFIRMED BY ACTUAL SURVEY OBSERVATIONS TAKEN IN THE BOUNDARY AND PLANIMETRIC INFORMATION BASED UPON FIELD SURVEY (DEMS) AS DERIVED FROM 2014 SOURCE LIDAR. THE DEMS WERE PROVIDED BY OF NEWBURGH. RESTRICTIVE COVENANTS SHALL BE FILED WITH THE COUNTY OWNER/APPLICANT: DAVID & SUSAN YOUNG COMPLETED BY ENGINEERING & SURVEYING PROPERTIES, PC ON NOVEMBER 6, 2019. THE TOPOGRAPHY SHOWN HEREON WAS COMPILED BY ENGINEERING & SURVEYING TOTAL AREA OF SUBJECT PARCEL: 10.69 TAX MAP IDENTIFICATION NUMBER: ALL PROPOSED LOTS SHALL BE SERVICED BY INDIVIDUAL WELLS AND SEPTICS. 41.63' SECTION 108.004 BLOCK 5 LOTS 20.21 & 20.3 (T/MARLBOROUGH) SECTION 8 BLOCK 1 LOT 52.2 (T/NEWBURGH)

OHW

OHW 148

OHW 323.68'

OHW OHW

OHW

DRAINAGE SWALE LIMIT OF TREE CLEARING LINES STORM DRAIN LINES SEWER SERVICE LINES BUILDING SETBACK LINES SEPTIC SYSTEM LATERALS EDGE OF PAVEMENT LINE PROPERTY LINE SILT FENCE LINES EASEMENT LINE DRIVEWAY LINE LIMIT OF DISTURBANCE LINE MINOR CONTOUR LINE MAJOR CONTOUR LINE CONCRETE HATCH CONCRETE PAD LINE BUILDING ROOF LINE BUILDING GARAGE LINE BUILDING LINE OHW

OHW

N 37°32'28" W OHW OHW

OHW

OHW SIDE YARD

OHW SETBACK OHW

OHW OHW

50' 150 OHW OHW

MARLBOROUGH, NY 12542 50 MILL HOUSE ROAD

OHW OHW

S 72°55'55" W OHW 31.56'

OHW OHW

OHW

OHW 152 S 83°48'03" W 79.22' W 83°48'03" S OHW

OHW E 55°18'07" N

OHW

OHW OHW

± ACRES OHW OHW

UTILITY OHW TOWER

OHW .

OHW

OHW 160 S 80°01'14" W 80°01'14" S

162 S X 170 166 100% RESERVE AREA

(SAME AS PRIMARY) 02/12/20 S X

PT-02 164 CLEANOUT 168 115,762± SQ. FT. 172

176 174 180 SETBACK (TYP) 2.66± AC. REAR YARD SEPTIC TANK S X INV IN 168.19

(TYP)

LOT 4 165.07'

422 310 184

03/19/20 TP-04 178 182 1,250 GAL

50'

186 02/12/20

PT-01 186 S X 115.49' 200

186

OHW

192 188

S X

196 190 TOWN OF MARLBOROUGH - ZONING DISTRICT R-1 MAXIMUM BUILDING COVERAGE MAXIMUM BUILDING HEIGHT MAXIMUM ALLOWABLE SIDE YARD (ONE/BOTH) REAR YARD FRONT YARD LOT DEPTH LOT WIDTH LOT AREA MINIMUM BUILDING REQUIREMENTS C.O.

03/19/20

C.O. TP-03 194 (70 QUICK4 EQUILIZER 36 CHAMBERS TOTAL) (14 QUICK4 EQUILIZER 36 CHAMBERS PER LINE) 5 LINES AT 56 LF EACH 280 LF TOTAL

S X 200 198

10 LF SDR-26 OR SCH 80

@2.0% MIN (TYP)

N 58°31'02" E 58°31'02" N S 82°46'20" W 70.43' W 82°46'20" S 198 INV 167.70 168.39

LSE: OHW 196 WELL LOCATION MUNICPAL BOUNDARY EXISTING LIMIT OF TREE LINES EXISTING STORM DRAIN LINES EXISTING SEWER MAIN LINES EXISTING PROPERTY LINE ADJACENT PROPERTY LINE EXISTING FENCE LINES EXISTING EASEMENT LINE EXISTING EDGE OF PAVEMENT LINE EXISTING MINOR CONTOUR LINE EXISTING MAJOR CONTOUR LINE EXISTING BUILDING LINE

194 PROPOSED

4 BEDROOM 4

DWELLING

PROPOSED 192 190 DEED BOOK: 14280, PAGE: 1060 FRONT YARD

196 SIDE YARD (FILED MAP 137-92, LOT 4)

SETBACK

OHW TAX MAP ID: 8-1-105 184 188 REPUTED OWNER: 35' 30'

190 186

43,560 SF (1 ACRE) S 78°53'22" W 78°53'22" S

SMITH 198 192 35/70 FEET REQUIRED 184 200 FEET 150 FEET 50 FEET 35 FEET W 200 35 FT

20%

184 135.47'

194

202 OHW

209' 154

204 ORANGE COUNTY TAX MAP ID: 8-1-52.2 ID: MAP TAX COUNTY ORANGE

PAVED

SURFACE 196 182

ULSTER COUNTY TAX MAP ID: 108.004-1-20.3 ID: MAP TAX COUNTY ULSTER 180 84,720 SF (1.94 AC.)

76,898± SQ. FT. 178 > 50/110 FEET 150.63 FEET 1.77± AC. 210 594.1 FEET > 50 FEET > 75 FEET

LOT 3 176 < 35 FT

174 < 10%

212 LOT 1 N 59°56'10" E 59°56'10" N

SDS EX

170 208

REAR YARD 172

TO REMAIN

206 168 DWELLING SETBACK

126.13' EXISTING 214 166 SIDE YARD SETBACK

50'

164 162

35'

EXISTING DRIVEWAY GRAVEL DISTANCE SIGHT

198

216 156

160

±400' 158 LSE = 284.25 187,988 SF (4.32 AC.) GF = 286.25 BF = 278.25 FF = 288.25

194 106.3/248.0 FEET

REPUTED

SEPTIC AREA OHW 182 >500' 160.3 FEET 196.0 FEET 427.6 FEET 326.6 FEET EASEMENT PROPOSED COMMON ACCESS CONC WALK

218 W

< 35 FT 90.84' < 10%

LOT 2

HP C.O. 220 455.78 S 80°49'29" W 80°49'29" S 186

A 7/15/03

2-A 190

DWELLING

FRAME

1 1

COV. PORCH COV.

2 1

STY S 32°53'10" E

108.50' 293.23'

158 N 69°56'22" E 69°56'22" N 184.73' 115,762 SF (2.66 AC.) 1250 GALLON SEPTIC TANK 6 HOLE DROP BOX LOWEST SEWERABLE ELEVATION BASEMENT FLOOR ELEVATION FIRST FLOOR ELEVATION GARAGE FLOOR ELEVATION SHRUB PLANTING LANDSCAPE SYMBOL SHRUB PLANTING LANDSCAPE SYMBOL EVERGREEN TREE LANDSCAPE SYMBOL DECIDUOUS TREE LANDSCAPE SYMBOL STONE CHECK DAM UTILITY POLE SEWER CLEANOUT WELL LOCATION SIGN & POST DEEP TEST HOLE LOCATION PERC TEST LOCATION SPOT GRADE ELEVATION FOUNDATION NO 37.8/257.0 FEET 284.5 FEET 399.1 FEET 359.7 FEET REBAR FOUND ON LINE 62.9 FEET < 35 FT REBAR FOUND < 10% AT CORNER LOT 4 FRONT YARD

SETBACK 158

TOWN OF MARLBOROUGH OF TOWN OHW

50' 4"Ø PVC

CASING NEWBURGH OF TOWN WELL

214 212 MBX

W 210 SIDE YARD TOWN OF NEWBURGH - ZONING DISTRICT AR MAXIMUM LOT COVERAGE MAXIMUM BUILDING COVERAGE MAXIMUM BUILDING HEIGHT MAXIMUM ALLOWABLE LIVABLE FLOOR AREA SIDE YARD (ONE/BOTH) REAR YARD FRONT YARD LOT DEPTH LOT WIDTH LOT AREA MINIMUM BUILDING REQUIREMENTS SETBACK

DEED BOOK: 4209, PAGE: 175

208 120.05' TAX MAP ID: 108.004-5-20.11

(FILED MAP 04-529, LOT 1) 30'

206

MILLHOUSE ROAD MILLHOUSE (PAVED SURFACE) (PAVED

ROCK

GARDEN OHW

REPUTED OWNER: 204 SIDE YARD YOUNG

SETBACK

202 200

30'

198

194

196 192 REAR YARD SETBACK

N 48°27'32" E

190 OHW

50' 188 186

184

182 242.26' 30/80 FEET REQUIRED 40,000 SF 150 FEET 150 FEET 50 FEET 50 FEET 900 SF 35 FT 20% 10%

93.50' 76,898 SF (1.77 AC.) 85.9/211.4 FEET 470.8 FEET 268.4 FEET 80.6 FEET 62.2 FEET

S 15°18'22" W OHW PIPE FOUND AT CORNER

67.87' > 900 SF < 35 FT

154 < 20% < 10% N 32°48'07" W 235.00' LOT 3 SIDE YARD

158 SETBACK 302.87' 156 35' 154 132.77' E 57°11'53" N REBAR FOUND ON LINE REBAR FOUND AT CORNER

115,762 SF (2.66 AC.) 64.28'

37.8/257.0 FEET OHW 284.5 FEET 399.1 FEET 359.7 FEET 62.9 FEET > 900 SF

< 35 FT < 20% < 10%

LOT 4

ORANGE COUNTY TAX MAP ID: 8-1-52.2 ID: MAP TAX COUNTY ORANGE SIDE YARD 108.004-5-20.21 ID: MAP TAX COUNTY ULSTER

SETBACK

160 154 50' / / / CASING WELL

N 52°37'29" E /

/ OHW

DRIVEWAY

ADJACENT /

POOL 168

GAZEBO W 166 PIPE FOUND ON LINE

REPUTED SEPTIC AREA 154

164

DWELLING COVERED PORCH COVERED

FRAME 2 STORY 2 TO REMAIN DWELLING

/ 137.25' EXISTING

85.29'

162

/ / 187,988± SQ. FT.

OHW No.

4.32± AC. HOT TUB 154

2 1

LOT 2 SDS

270.01' EX 05/04/20 04/10/20 DATE N 47°49'46" E CASING WELL DEED BOOK: 14280, PAGE: 1060

SIGHT DISTANCE PATIO

CONCRETE

(FILED MAP 137-92, LOT 4) 154

±500' TAX MAP ID: 8-1-105 REPUTED OWNER: FIRE PIT W REVISED PER MB, NB, OCP, & UCP COMMENTS REVISED FOR TEST PIT RESULTS DESCRIPTION

OHW S 83°45'32" W 83°45'32" S ±400' SMITH DRIVEWAY ADJACENT

156 156

156 MBX OHW 166 158 DRIVEWAY PAVED FRONT YARD SETBACK REAR YARD SETBACK 35'

50' 172

MBX 180 170 158 FRAME SHED

176

164 162 CASING WELL

184

168

SIDE YARD

158 SETBACK 160 154 OHW 35' P

FOR ANY OTHER PURPOSE. ACCOMPANIED BY ALL SHEETS OF THE DENOTED PLAN SET(S). APPROVAL OR ACTION NOTED ABOVE AND SHALL NOT BE USED THIS SHEET SHALL BE CONSIDERED INVALID UNLESS THIS PLAN SET HAS BEEN ISSUED SPECIFICALLY FOR THE 156 DRAWING STATUS FOR CONSTRUCTION FOR BID NYSDOT APPROVAL NYSDEC APPROVAL PLANNING BOARD APPROVAL UCDOH WATERMAIN EXTENSION APPROVAL UCDOH REALTY SUBDIVISION APPROVAL OTHER CONCEPT APPROVAL 4" PVC SCH. 40 SIDE YARD

SETBACK

SEPTIC TANK 158 INV IN 160.51 THE PLAN SET ISSUED FOR @1.0% MIN 35' 1,250 GAL THIS SHEET IS PART OF 158 158 OHW

231.31' (TYP) 160

W 02/12/20

PT-03

50' 154

160 160 REAR YARD SETBACK (TYP) SETBACK

FRONT YARD

TP-02

162 03/19/20 W 50' PROPOSED WELL LOCATION 154 CASING

OHW WELL

35'

03/19/20 S 80°43'32" W 80°43'32" S 84,720± SQ. FT.

4 BEDROOM

PROPOSED

LSE: 160.71

DWELLING PT-04

STONE FOUND STANDING 160 162 1.94± AC. LOT 1

70'

262

158

264 DEED BOOK: 5779, PAGE: 98

C.O. TP-01 03/19/20 (FILED MAP 201-01, LOT 2)

258 154 152 TAX MAP ID: 8-1-53.22 162 156

REPUTED OWNER:

160 260 JAVINETT N/A N/A N/A N/A N/A N/A N/A N/A INV 159.42 1

05/04/2020 SIGHT DISTANCE

325.13'

ISSUE DATE:

162 DRIVEWAY ADJACENT NUMBER 252

SHEET >500'

256 244

OF OF OF OF OF OF OF OF OF 162 208 SIDE YARD 152

SETBACK

OHW 166

220 212 184

240

±228'

152

162

122.00'

216

236

204 35' 172 250 180

N/A N/A N/A N/A N/A N/A N/A N/A

224

200 176

232 170

3 210

246 196

188

214

228

174

206 164

192

218

242 198

186

238 202 182 168

178 194

226 190

234

230 611.39'

154

222

156 154 158 154

152 EDUCATION LAW. PROFESSIONAL ENGINEER DOCUMENT BEARING THE RED OR BLUE INK SHALL BE ENGINEER'S SIGNATURE FACSIMILE OF THE UNAUTHORIZED 2 OF THE NEW YORK STATE IS A VIOLATION OF SECTION 7209 SUBSECTION SEAL OF A LICENSED CONSIDERED INVALID. COPIES OF THIS DOCUMENT WITHOUT AN ACTUAL OR ADDITIONS TO THIS ALTERATIONS OR AND AN ORIGINAL STAMP IN

S 36°56'28" E OHW

154 160 DRIVEWAY GRAVEL 40 DEED BOOK: 5814, PAGE: 129 TAX MAP ID: 108-004-5-19 RESERVE AREA DESIGN: (21 ELJEN MATS TOTAL) (3 ELJEN MATS AT FIFTH DROP BOX) (8 ELJEN MATS AT FOURTH DROP BOX) (10 ELJEN MATS AT THIRD DROP BOX) 3 LINES OF ELJEN MATS 84 LF TOTAL DEED BOOK: 2375, PAGE: 55 REPUTED SEPTIC AREA REPUTED OWNER: TAX MAP ID: 108.004-5-17 (21 ELJEN MATS TOTAL) (10 ELJEN MATS AT SECOND DROP BOX) (11 ELJEN MATS AT FIRST DROP BOX) SHALLOW FILL ELJEN 84 LF TOTAL 2 LINES OF ELJEN MATS REILLY REPUTED OWNER: 0 MEZYNSKI 1 inch = 40 ft. 20 NEW YORK LICENSE # 080023 JAY SAMUELSON, P.E.

SDS EX CASING WELL W 80 REVISION: DATE: JOB #: E 2 - 05/04/2020 P ORANGE/ULSTER COUNTY, NEW YORK NGINEERING 01/21/2020 Achieving Successful Results T/NEWBURGH & T/MARLBOROUGH ROPERTIES with Innovative Designs 1422.01 & SURVEYING SCALE: 1" = 1000' SUBDIVISION PLAN 50 MILL HOUSE ROAD YOUNG SUBDIVISION 108.004-5-20.21(UC) TAX LOT: SCALE: DRAWN BY: 8-1-52.2(OC) 1" = 40' NEWBURGH PB #2020-02 ML MONTGOMERY, NY 12549 71 CLINTON STREET C-1 Ph: (845) 457-7727 Fx: (845) 457-1899

C COPYRIGHT 2020 ENGINEERING & SURVEYING PROPERTIES, PC XX/XX/2020 LR/XXX LEGEND EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF I HEREBY CERTIFY TO THE PARTIES OF INTEREST LISTED BELOW; FOUND IN THE FIELD, AND THAT THERE ARE NO SURFACE ENCROACHMENTS EXCEPT AS OTHERWISE SHOWN HEREON, KNOWLEDGE AND BELIEF, BASED ON DATA CONTAINED IN DEEDS ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S COMPLETED ON OR MAPS OF RECORD LISTED HEREON, TOGETHER WITH EVIDENCE SURVEY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION THAT THIS SURVEY MAP IS THE RESULT OF AN ACTUAL FIELD THE SURVEYOR'S ORIGINAL WORK AND OPINION. AND THAT IT IS TRUE ACCURATE TO THE BEST OF MY NYSPC - NAD83 DEED BOOK: 13737, PAGE: 372 GOMEZ FOUNDATION (BY GPS METHOD) DEED BOOK: 5694, PAGE: 204 (FILED MAP NO. 250-01) DAVID YOUNG; SUSAN YOUNG; TOWN OF NEWBURGH; TOWN OF MARLBOROUGH; TAX MAP ID: 8-1-29.22 (FILED MAP NO. 250-01) ROBERTSON / REPUTED OWNER: TAX MAP ID: 8-1-29.21 REPUTED OWNER:

DEED NORTH / NOVEMBER 6, 2019 / OHW N 60°51'37" E IR IP CRS MBX

/ OHW

/ 41.63' OHW 8°2'28" CRS .

/ OHW OHW

CRS

OHW 323.68'

OHW OHW

OHW

GUY ANCHOR OHW MAILBOX

REBAR MARKER PIPE MARKER UTILITY POLE SIGN (TYPE NOTED) CAPPED REBAR TO BE SET EDGE OF ROAD WROUGHT IRON FENCE EDGE OF WOODED AREA DRAINAGE COURSE DRAINAGE PIPE STONEWALL PROPERTY LINE

OVERHEAD WIRE CONCRETE SURFACE BUILDING SETBACK LINE CENTRAL HUDSON GAS & ELECTRIC EASEMENT ADJOINING PROPERTY LINE

N 37°32'28" W OHW OHW OHW

OHW

APPROXIMATE LOCATION OF 150 FT WIDE OHW

OHW OHW

S 72°55'55" W OHW 31.56'

OHW OHW

OHW

S 83°48'03" W 79.22' W 83°48'03" S OHW

OHW E 55°18'07" N

OHW

OHW OHW

UTILITY TOWER OHW

OHW

S 80°01'14" W 80°01'14" S

ORANGE COUNTY TAX MAP ID: 8-1-52.2 ID: MAP TAX COUNTY ORANGE MAXIMUM BUILDING COVERAGE MAXIMUM BUILDING HEIGHT MAXIMUM ALLOWABLE SIDE YARD (ONE/BOTH) REAR YARD FRONT YARD LOT DEPTH LOT WIDTH LOT AREA MINIMUM BUILDING REQUIREMENTS TOWN OF MARLBOROUGH - ZONING DISTRICT R-1 BULK REQUIREMENTS ULSTER COUNTY TAX MAP ID: 108.004-1-20.3 ID: MAP TAX COUNTY ULSTER OR 2.658± ACRES

AREA: 115,762 SF

PROPOSED SEPTIC PROPOSED LOCATION OF LOCATION

LOT 4

165.07'

115.49' OHW

43,560 SF (1 ACRE)

N 58°31'02" E 58°31'02" N

35/70 FEET REQUIRED S 82°46'20" W 70.43' W 82°46'20" S 200 FEET 150 FEET 50 FEET 35 FEET 35 FT 20%

PROPOSED WELL LOCATION OF

OHW

PROPOSED HOUSE PROPOSED

LOCATION OF LOCATION 62.9'± CRS 84,720 SF (1.94 AC.) > 50/110 FEET DEED BOOK: 14280, PAGE: 1060 132.60' 150.63 FEET

S 16°25'51" E 594.1 FEET > 50 FEET > 75 FEET (FILED MAP 137-92, LOT 4)

132.60' < 35 FT < 10%

N 39°37'30" W OHW

N 16°25'51" W LOT 1 TAX MAP ID: 8-1-105 1,643SF COMMON PROPOSED CRS ACCESS EASEMENT REPUTED OWNER: S 39°37'30" E

PROPOSED DRIVE LOCATION OF S 78°53'22" W 78°53'22" S

SMITH

135.47' 37.8'± 187,988 SF (4.32 AC.)

106.3/248.0 FEET OHW 160.3 FEET 196.0 FEET 427.6 FEET 326.6 FEET < 35 FT < 10% LOT 2 PAVED SURFACE OR 1.765± ACRES AREA: 76,898 SF

LOT 3

30.84' N 59°56'10" E 59°56'10" N

321.38' 115,762 SF (2.66 AC.) 126.13' 321.38' 37.8/257.0 FEET 284.5 FEET 399.1 FEET 359.7 FEET 62.9 FEET CRS < 35 FT < 10% LOT 4 DRIVEWAY

89.6'± GRAVEL

60.00'

OHW

90.84' S 80°49'29" W 80°49'29" S

CRS

DWELLING

FRAME

1 1

COV. PORCH COV.

MILLHOUSE ROAD MILLHOUSE

2 68.2'± 1

STY S 32°53'10" E MAXIMUM LOT COVERAGE MAXIMUM BUILDING COVERAGE MAXIMUM BUILDING HEIGHT MAXIMUM ALLOWABLE LIVABLE FLOOR AREA SIDE YARD (ONE/BOTH) REAR YARD FRONT YARD LOT DEPTH LOT WIDTH LOT AREA MINIMUM BUILDING REQUIREMENTS TOWN OF NEWBURGH - ZONING DISTRICT AR

108.50' 293.23' N 69°56'22" E 69°56'22" N 184.73' CONC WALK

FOUNDATION NO 121.13' REBAR FOUND ON LINE

REBAR FOUND AT CORNER

TOWN OF MARLBOROUGH OF TOWN OHW

4"Ø PVC

CASING NEWBURGH OF TOWN WELL

85.7'± (18'± WIDE PAVED SURFACE) PAVED WIDE (18'± MBX ROCK GARDEN

DEED BOOK: 4209, PAGE: 175 120.05' TAX MAP ID: 108.004-5-20.11

S 26°19'58" E (FILED MAP 04-529, LOT 1)

CRS OHW 30/80 FEET REQUIRED 40,000 SF

N 26°19'58" W 150 FEET 150 FEET 50 FEET 50 FEET REPUTED OWNER: 900 SF 35 FT 20% 10% YOUNG

213.97' 213.97' CRS 76,898 SF (1.77 AC.) 85.9/211.4 FEET 470.8 FEET 268.4 FEET

N 48°27'32" E 80.6 FEET 62.2 FEET 121.13' OHW > 900 SF

< 35 FT

< 20% < 10% LOT 3 242.26' 115,762 SF (2.66 AC.) 37.8/257.0 FEET 284.5 FEET 399.1 FEET 359.7 FEET 62.9 FEET 93.50' > 900 SF < 35 FT < 20% < 10% LOT 4

S 15°18'22" W OHW PIPE FOUND AT CORNER 67.87' CRS N 32°48'07" W 235.00' 302.87'

132.77' E 57°11'53" N REBAR FOUND ON LINE REBAR FOUND

AT CORNER

64.28'

OHW

111.9'±

ORANGE COUNTY TAX MAP ID: 8-1-52.2 ID: MAP TAX COUNTY ORANGE ULSTER COUNTY TAX MAP ID: 108.004-5-20.21 ID: MAP TAX COUNTY ULSTER

/ / / CASING WELL

N 52°37'29" E /

/ OHW

DRIVEWAY

ADJACENT / POOL GAZEBO PIPE FOUND ON LINE

/ OR 4.316± ACRES AREA: 187,988 SF No. LOT 2 1

COVERED PORCH COVERED DWELLING FRAME

05/04/20 2 STORY 2 DATE

137.25' /

85.29'

/ / REVISED PER MB, NB, OCP, & UCP COMMENTS DESCRIPTION

OHW

HOT TUB 270.01' 196.0'±

N 47°49'46" E DEED BOOK: 14280, PAGE: 1060 PATIO CONCRETE (FILED MAP 137-92, LOT 4) TAX MAP ID: 8-1-105 REPUTED OWNER: FIRE PIT

OHW S 83°45'32" W 83°45'32" S SMITH DRIVEWAY ADJACENT

174.50' MBX

OHW DRIVEWAY PAVED

141.7'± 182.53' MBX P FOR ANY OTHER PURPOSE. FRAME SHED ACCOMPANIED BY ALL SHEETS OF THE DENOTED PLAN SET(S). APPROVAL OR ACTION NOTED ABOVE AND SHALL NOT BE USED THIS SHEET SHALL BE CONSIDERED INVALID UNLESS THIS PLAN SET HAS BEEN ISSUED SPECIFICALLY FOR THE DRAWING STATUS FOR CONSTRUCTION FOR BID NYSDOT APPROVAL NYSDEC APPROVAL PLANNING BOARD APPROVAL UCDOH WATERMAIN EXTENSION APPROVAL UCDOH REALTY SUBDIVISION APPROVAL OTHER CONCEPT APPROVAL THE PLAN SET ISSUED FOR THIS SHEET IS PART OF

OHW

516.11' CRS 516.11'

S 36°56'28" E

CRS N 36°56'28" W

42.0'

OHW

231.31'

48.79'

229.6'

SEPTIC

PROPOSED LOCATION OF LOCATION

LOCATION OF PROPOSED HOUSE PROPOSED WELL LOCATION OF OR 1.945± ACRES AREA: 84,720 SF

N/A N/A N/A N/A N/A N/A N/A N/A

150.63' OHW S 80°43'32" W 80°43'32" S PROPOSED DRIVE LOCATION OF 2 05/04/2020 ISSUE DATE: LOT 1 NUMBER STONE FOUND STANDING SHEET OF OF OF OF OF OF OF OF OF DEED BOOK: 5779, PAGE: 98 N/A N/A N/A N/A N/A N/A N/A N/A (FILED MAP 201-01, LOT 2) 3 TAX MAP ID: 8-1-53.22 REPUTED OWNER: JAVINETT

325.13' DRIVEWAY ADJACENT EDUCATION LAW. LAND SURVEYOR'S SEAL IS UNAUTHORIZED UNAUTHORIZED COPY. EMBOSSED SEAL SHOULD 7209, SUB-DIVISION 2, OF BE ASSUMED TO AN LAND SURVEYOR'S LICENSED PROFESSIONAL A VIOLATION OF SECTION A LICENSED PROFESSIONAL ALTERATION OR ADDITION WITHOUT A PROPER THE NEW YORK STATE TO A SURVEY MAP BEARING APPLICATION OF THE A COPY OF THIS DOCUMENT

OHW

38.0' 122.00' 40 CRS 611.39' CRS

S 36°56'28" E OHW DRIVEWAY GRAVEL 0 1 inch = 40 ft. NEW YORK STATE LICENSE # 050830 20 DEED BOOK: 5814, PAGE: 129 TAX MAP ID: 108-004-5-19 BRIAN D. BABCOCK, L.S. DEED BOOK: 2375, PAGE: 55 REPUTED OWNER: TAX MAP ID: 108.004-5-17 40 REILLY REPUTED OWNER: MEZYNSKI 80 GENERAL NOTES: 14. 13. 12. 11. 10. 1. 7. 9. 5. 3. 8. 6. 6. 2. 4. B. A. IMPROVEMENTS ARE NOT COVERED BY THIS CERTIFICATE. ISSUING OF A NEW TITLE POLICY OR REDATING AN EXISTING INTENDED TO MONUMENT THE PROPERTY LINES OR GUIDE INTERPRETATION OF COMPLIANCE WITH ZONING AND ARE NOT ENCROACHMENTS OF SUCH UNDERGROUND UTILITIES AND/OR UNDERGROUND IMPROVEMENTS EXIST OR ARE SHOWN HEREON, THE ENCROACHMENT OF SUCH IMPROVEMENTS ARE NOT ALWAYS KNOWN RELEVANT INFORMATION. DO NOT RELY ON UNAUTHORIZED COPIES. ERRONEOUS, OR MISLEADING INFORMATION OMIT IMPORTANT AND UNAUTHORIZED COPIES MAY CONTAIN FRAUDULENT, INCORRECT, REFERENCING THIS SURVEY WITHOUT THE BENEFIT OF AN UPDATE ERECTION OF FENCES OR ANY OTHER IMPROVEMENTS TO THE LAND. RESTRICTIONS, AND/OR AGREEMENTS OF RECORD. PURPOSES), ENCOMPASS SEPARATE TAX LOTS IN THE TOWN OF DOCUMENTS BEAR AN ORIGINAL IMPRESSION AND INK SIGNATURE. DATED DAVIS S. YOUND" BY BROOKS AND LAND SURVEYORS, PC. NUMBER DEED LIBER DEED REFERENCE: MARLBORO AND THE TOWN OF NEWBURGH. RESTRICTIVE COVENANTS LOTS 2,3 & 4 (ALTHOUGH CONSIDERED AS SINGLE FOR BUILDING MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING BY RICHARD G. BARGER, PS, LS DATED FEBRUARY 10, 2005 AND FILED IN MAP REFERENCES: GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON CANNOT BE SOLD, TRANSFERRED, OR FORECLOSED ON SEPARATELY. CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. CERTIFICATION IS LIMITED TO THE PERSONS FOR WHOM BOUNDARY CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE ORANGE, CLERK'S OFFICES TO ENSURE THAT INDIVIDUAL TAX LOTS OTHERWISE VOID ON ALL UNAUTHORIZED COPIES. ORIGINAL OR IMPROVEMENTS ARE SHOWN FOR THE SPECIFIC PURPOSE OF OFFSETS OR DIMENSIONS FROM THE PROPERTY LINES TO STRUCTURES OWNER/APPLICANT: DAVID & SUSAN YOUNG SHALL BE FILED WITH THE COUNTY OF ULSTER AND SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE SUBJECT TO ANY UNWRITTEN AND/OR WRITTEN LICENSES, EASEMENTS, SECTION 108.004 BLOCK 5 LOTS 20.21 & 20.3 (T/MARLBOROUGH) SECTION 8 BLOCK 1 LOT 52.2 (T/NEWBURGH) THE SEAL, SIGNATURE, AND CERTIFICATION ARE HEREBY REVOKED OR TERMINATE ANY LIABILITY EXPRESSED OR IMPLIED HEREON. THIS SURVEY BY ENGINEERING & SURVEYING PROPERTIES, P.C. SHALL THIS BOUNDARY SURVEY MAP. THIS SURVEY IS SUBJECT TO THE FINDINGS OF AN UP DATE TAX MAP IDENTIFICATION NUMBER: TOTAL NUMBER OF LOTS IS: 4 TOTAL AREA OF SUBJECT PARCEL: AND OFTEN MUST BE ESTIMATED. IF THE ENCROACHMENT OF SUCH ALL UNDERGROUND UTILITIES AND/OR IMPROVEMENTS OR THE ABSTRACT OF TITLE. CLERK ON APRIL 23, 2004 A MAP ENTITLED, " THE OFFICE OF ULSTER COUNTY CLERK ON JULY 25, 2005 A MAP ENTITLED, " REVISION: DATE: JOB #: E USGS WAPPINGERS FALLS QUADRANGLE MAP P 1-05/04/2020 APRIL 18, 2002 PLANNING BOARD APPROVAL BOX PLANNING BOARD APPROVAL BOX NGINEERING 02/27/2020 05-905. LOCATION MAP Achieving Successful Results ROPERTIES with Innovative Designs 12434 1422.01 & SURVEYING TOWN OF MARLBOROUGH , PAGE 869 TOWN OF NEWBURGH FINAL MAP OF SUBDIVISION IF LANDS SUSAN P. & THE SUBDIVISION FOR SUSAN P. & DAVID S. YOUNG SCALE: 1" = 200' AND FILED IN THE OFFICE OF ULSTER COUNTY ORANGE / ULSTER COUNTY, NY TAX LOT: SCALE: DRAWN BY: MARLBOROUGH, NY 12542 50 MILL HOUSE ROAD TOWN OF MARLBOROUGH SURVEY PLAN

AS MAP NUMBER 04-529 108.004-5-20.21 (UC) TOWN OF NEWBURGH MILLHOUSE ROAD YOUNG SITE 8-1-52.2 (OC) 10.683± ACRES 1" = 40' NEWBURGH PB #2020-02 BDB MONTGOMERY, NY 12549 . RS-1 71 CLINTON STREET Ph: (845) 457-7727 Fx: (845) 457-1899

AS MAP "

C COPYRIGHT 2020 ENGINEERING & SURVEYING PROPERTIES, PC 12' 2" TOP COURSE ASPHALT CONC (FULL LENGTH OPTIONAL) C C L PER PLAN L ℄ ℄ ℄ AS PER PLAN NOTES: 6'-0" 4'-0" TYPICAL 6" THICKNESS OF 3/4" C C C 10'0" MIN. 2'-0" 10'0" L 8'0" L 8'0" L 4' 4' CRUSHED STONE 1. SEPTIC TANK TO BE LOCATED A MINIMUM DISTANCE OF 10 FEET FROM THE HOUSE. TYPICAL 3:1 SLOPE TO DAYLIGHT TYPICAL TYPICAL TYPICAL MIN. FINISHED GRADE 3:1 SLOPE TO DAYLIGHT 2. THERE SHALL BE NO REGRADING, EXCEPT AS SHOWN ON THE APPROVED PLANS, IN THE EXISTING GRADE DRIVEWAY CROSS-SECTION AREA OF THE ABSORPTION FIELDS. EXISTING GRADE SCALE: N.T.S. 24" to 30" 3. GARBAGE GRINDERS AND/OR JACUZZI TYPE SPA TUBS OVER 100 GALLONS ARE NOT PERMITTED WITHOUT THE 24" to 30" TRENCH DEPTH SYSTEM BEING REDESIGNED AND REAPPROVED BY THE ORANGE COUNTY DEPARTMENT OF HEALTH. TRENCH DEPTH 4" MIN 4. CELLAR DRAINS, ROOF DRAINS OR FOOTING DRAINS SHALL NOT BE DISCHARGED IN THE VICINITY OF THE TILE FIELDS OR WELLS. ELJEN IN-DRAIN 24" MIN. BOTTOM OF TRENCH (TYP) 20" FILL UNDISTURBED MUST EXTEND A MINIMUM NATIVE SOIL 5. SWIMMING POOLS, DRIVEWAYS AND/OR STRUCTURES THAT MAY COMPACT THE SOIL ARE NOT TO BE OF 6" INTO NATIVE SOIL CONSTRUCTED OVER TILE FIELDS. QUICK4 6. ASPHALTIC SEALS SHALL BE MAINTAINED BETWEEN THE SEPTIC TANK, AND ALL PIPES AND COVERS. EQUALIZER 36 (TYP) TIGHT CLAY SOIL, 7. NO TRENCHES TO BE INSTALLED IN WET SOIL. A-A - TILE FIELD WITH INFILTRATORS HARDPAN, ROCK OR TIGHT CLAY SOIL, GROUNDWATER. A-A - TILE FIELD 8. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL IN ABSORPTION TRENCH. WITH ELJEN SYSTEM HARDPAN, ROCK OR GROUNDWATER. PIPE FROM SEPTIC 9. GROUT ALL PIPE PENETRATIONS INTO AND OUT OF ANY DISTRIBUTION OR DROP BOX. 24" MIN TANK @ 1.0% MIN. MOUND TOPSOIL TENCH EXISTING 10. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS AS SET FORTH IN THE PUBLICATION FOR SETTLING QUICK4 EQUIVALENT 36 GRADE "INDIVIDUAL RESIDENTIAL WASTEWATER TREATMENT SYSTEMS, DESIGN HANDBOOK", LATEST EDITION, DISTRIBUTION BOX AS CHAMBERS AND APPENDIX 75-A OF THE NEW YORK STATE DEPARTMENT OF HEALTH. DROP BOX MFD BY WOODARD'S CONCRETE PRODUCTS, 11. ABSORPTION TRENCH PIPE TO BE CAPPED AT END. 4' MIN INC OR EQUIVALENT UNDISTURBED SDR-26 SEWER PIPE FROM 12" MIN. EARTH BACKFILL

SEPTIC TANK @ 2.0% MIN L SOIL (TYP) 12. ABSORPTION SYSTEM TO BE LOCATED A MINIMUM DISTANCE OF 20 FEET FROM ANY DWELLING UNIT. C COVER 6' SLOPE NEARLY LEVEL SLOPE NEARLY LEVEL 13. SEPTIC TANK JOINTS MUST BE SEALED AND TESTED FOR WATERTIGHTNESS. L PRECAST SEPTIC TANK C AS MFD BY WOODARD'S 14. PROVIDE 30" OF SOLID PIPE PRIOR TO START OF PERFORATED ABSORPTION PIPE AND BE BACKFILLED WITH 12" CONCRETE PRODUCTS, INC NATIVE MATERIAL. CHAMBER OR EQUIVALENT QUICK4 EQUALIZER 36 24" STANDARD 15. THERE MUST BE AN UNINTERRUPTED POSITIVE SLOPE FROM THE SEPTIC TANK (OR ANY PUMPING OR DOSING SEE PLAN FOR SEE PLAN FOR CHAMBER CHAMBER GROUNDWATER, CHAMBER) TO THE DWELLING, ALLOWING SEPTIC GASES TO DISCHARGE THROUGH THE STACK VENT. # OF CHAMBERS # OF CHAMBERS DISTRIBUTION BOX WITH ADJUSTABLE TRENCH 24" BEDROCK OR 60' MAX LENGTH 60' MAX LENGTH OUTLET LEVELERS AND INLET BAFFLES WIDTH (TYP) EXPANSION AREA MIN IMPERVIOUS LAYER 16. DROP BOXES SHOULD BE INSPECTED PERIODICALLY TO ASSURE THAT THEY ARE LEVEL AND OPERATING ELJEN IN-DRAINS PROPERLY. 4" DIA. SDR 35 PERF. PIPE PLAN VIEW 17. HEAVY EQUIPMENT SHLL BE KEPT OFF THE AREA OF THE ABSORPTION FIELDS EXCEPT DURING THE ACTUAL INFILTRATOR SYSTEM TYPICAL TRENCH SECTION CONSTRUCTION. THERE SHALL BE NO UNNECESSARY MOVEMENT OF CONSTRUCTION EQUIPMENT IN THE 4' MIN UNDISTURBED SOIL BETWEEN TRENCH SIDEWALLS ALL END LINES CAPPED ABSORPTION FIELD AREA BEFORE, DURING, OR AFTER CONSTRUCTION. EXTREME CARE MUST BE TAKEN DURING THE ACTUAL CONSTRUCTION SO TO AS TO AVOID ANY UNDUE COMPACTION THAT COULD RESULT IN A CHANGE OF ABSORPTION CAPACITY OF THE SOIL ON SHICH THE DESIGN WAS BASED. ABSORPTION TILE FIELD OVERALL PLAN (LOT 4) 100' MAX LENGTH PERF. PIPE & IN-DRAIN UNITS 4" DIA. OBSERVATION PORT 6" 18. SCALE: N.T.S. 6" ALL UNUSED OUTLETS WILL BE PLUGGED AND SEALED WITH AN ASPHALTIC MATERIAL OR EQUILVALENT. PLAN VIEW 19. A MINIMUM OF 4' OF UNDISTURBED SOIL MUST BE AVAILABLE BETWEEN TRENCHES. ELJEN IN-DRAIN SYSTEM MOUND TOPSOIL FOR SETTLING 4' TYP TOPSOIL

FINISHED GRADE REQUIRED SEPARATION DISTANCES FROM WASTEWATER SYSTEM COMPONENTS CLEAN BACKFILL STREAM, LAKE, SYSTEM WELL (f) OR DRAINAGE 12" (MIN) BUT AT LEAST 24" WELL SEAL (SEE NOTE 7) 15 1/2" WATERCOURSE (b), DWELLING PROPERTY LINE COMPONENTS SUCTION LINE DITCH(b), (g) 6" ABOVE 100-YR FLOOD TOP OF CASING MIN OF 2 FT ABOVE OR DEC WETLAND ELEVATION CAPPED PIPE 11" to 17" 4" PERFORATED PIPE EXISTING GRADE 100-YR FLOOD LEVEL HOUSE SEWER 50' 25' 3' 10' - SLOPE SURFACE AWAY FROM CASING CONCRETE SLAB OUTLET OUTLET SEPTIC TANK 50' 50' 10' 10' 10' FINISHED GRADE 6" 6" GEO-TEXTILE EFFLUENT LINE TO D-BOX 50' 50' 10' 10' 10' 13" OUTLET INLET 11" 6" ELJEN MODULE DISTRIBUTION BOX 100' 100' 20' 10' 20' BURY ELECTRIC WIRE 4' (MIN) SAND MEETING ASTM C33 WITH WATER LINE 4" PVC RISER SAND SPECIFICATIONS ABSORPTION FIELD 100' (a) 100' 20' 10' 50' 36" 6" FIELD INSTALLED BAFFLE SEEPAGE PIT 150' (a) 100' 20' 10' 50' 3/4" DIA, TYPE "K" 4" FROM INLET

COPPER WATER LINE OUTLET OUTLET DRY WELL (ROOF & FOOTING) 50' 25' 20' 10' 50' 2' MIN TO BEDROCK OR GROUNDWATER PITLESS ADAPTER (SEE NOTE 7) PLAN VIEW 4" PVC RAISED OR MOUND SYSTEM (c) 100' (a) 100' 20' 10' 50' 6" STEEL CASING IN COMPLIANCE WITH 4" PVC WYE 50' MIN CASING 45° BEND TYPICAL ELJEN TRENCH SECTION AWWA STANDARD A100, LATEST EDITION PROVIDE WATERTIGHT JOINTS INTERMITTEN SAND FILTER (c) 100' (a) 100' 20' 10' 50' AT ALL INLET/OUTLET PIPES BEDROCK OUTLET TO NEXT DROP 4" DIA EVAPOTRANSPIRATION-ABSORPTION SYSTEM (c) 100' (a) 50' 20' 10' 50' FLOW DISTRIBUTION BOX TO CONCRETE 1'-0" MAX OUTLETS 4" SOLID PVC 1 SLOPE 8"/FT ALONG COVER 6" MIN (TYP) PER ASTM 2729 COMPOSTER 50' 50' 20' 10' 10' PIPE RUN SHALLOW FILL EJLEN SYSTEM (LOT 1) 1 1/2" PROPOSED 4" PVC SCALE: N.T.S. 4" SOLID PVC SANITARY PRIVY PIT 100' 50' 20' 10' 20' GRAVITY SEWER PER ASTM 2729 20" MIN

PRIVY, WATERTIGHT VAULT 50' 50' 20' 10' 10' VARIES INTO BEDROCK INLET OUTLET NOTES: 1 1/2" MIN CEMENT GROUT SEAL TYPICAL CLEANOUT 10" SCALE: N.T.S. a. WHEN SEWAGE TREATMENT SYSTEMS ARE LOCATED IN COARSE GRAVEL OR UPGRADE AND IN THE GENERAL PATH OF DRAINAGE TO A WELL, THE 5" 4" 1 1/2" CLOSEST PART OF THE TREATMENT SYSTEM SHALL BE AT LEAST 200 FEET AWAY FROM THE WELL. 2 1/2" 4" DIA INLET SUBMERSIBLE PUMP b. MEAN HIGH WATER MARK (SIZED FOR HEAD & MIN DRILL HOLE 6" DIA VOLUME CONDITIONS) 12" MIN SAND 1 1/2" c. FOR ALL SYSTEMS INVOLVING THE PLACEMENT OF FILL MATERIAL, SEPARATION DISTANCES ARE MEASURED FROM THE TOE OF SLOPE OF THE FILL SEE NOTE 11 OR PEA GRAVEL d. ANY WATER SERVICE LINE UNDER PRESSURE (i.e. PUBLIC WATER SUPPLY MAIN, HOUSEHOLD SERVICE LINE, WELL TO HOUSEHOLD SERVICE LINE) LOCATED WITHIN 10 FEET OF ANY ABSORPTION FIELD, SEEPAGE PIT OR SANITARY PRIVY SHALL BE INSTALLED INSIDE A LARGER DIAMETER WATER 5' MIN UNDISTURBED SOIL MAIN TO PROTECT THE POTABLE WATER SUPPLY FOR INSTANCES OF GREATER THAN 12" OF COVER BRICKS AS 12" MAX e. CLOSED, LOCKABLE, ANY WATER SERVICE LINE UNDER PRESSURE (i.e. PUBLIC WATER SUPPLY MAIN, HOUSEHOLD SERVICE LINE, WELL TO HOUSEHOLD SERVICE LINE) NOTES: REQUIRED EARTH COVER WATERTIGHT MANHOLE COVER CROSSING A SEWER SHALL BE INSTALLED WITH ONE FULL LENGTH OF WATER MAIN CENTERED ABOVE THE SEWER SO BOTH WATER CONNECTING 1. WELL IS TO BE CASED AND GROUTED FOR A MIN OF 50' IN LENGTH. JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER. SECTION 8.6 OF THE GLUMRB RECOMMENDED STANDARDS FOR WATER WORKS, SHALL BE MODEL CAMPBELL FOUNDRY #1328 (2) #4 REBAR EACH WAY NOTES: SECTION A-A FOLLOWED FOR SEPARATION OF WATER MAINS, SANITARY SEWERS AND STORM SEWERS 2. CASING SHALL EXTEND MINIMUM 20" INTO BEDROCK. OR APPROVED EQUAL 1. DROP BOX AS MANUFACTURED BY WOODARD'S CONCRETE PRODUCTS, INC. DEEP TEST HOLE RESULTS 3. OVERSIZE DRILL HOLE (FOR GROUTING) TO BE 10" DIAMETER. f. THE MINIMUM SEPARATION DISTANCE BETWEEN A SEPTIC TANK AND COMMUNITY TYPE PUBLIC WATER SUPPLY WELL SHOULD BE 100 FEET. CATALOG No. DB-6DB OR APPROVED EQUAL DISTRIBUTION BOXED AND ABSORPTION FACILITIES (e.g., LOCATED A T LEAST 200 FEET FROM THE COMMUNITY TYPE PUBLIC WATER SUPPLY WELLS 4. EXPECTED DEPTH OF LOAM AND SHALE OVERBURDEN = 5 - 30 FEET 4" OUTLET 2. MINIMUM CONCRETE STRENGTH 4,000 PSI AT 28 DAYS TEST g. DATE DEPTH DESCRIPTION 5. EXPECTED DEPTH OF WATER BEARING FORMATION = 150 - 600 FEET RECOMMENDED SEPARATION DISTANCES HOLE # ADDITIONAL SEPARATION REQUIREMENTS 3. CONCRETE TO BE FIBER REINFORCED PER MANUFACTURER'S SPECIFICATION 6. THE WELL CASING TO CONFORM TO AWWA STANDARD A100 (LATEST EDITION). 4" 0" - 3" TOP SOIL TP 4" DIA 4. SEAL ALL JOINTS AT INLET/OUTLET PIPES ASPHALTIC MATERIAL OR 1. WELL TO SWALE, WATERCOURSE OR STREAM - 25' 03/19/2020 3" - 28" BROWN SANDY SILTY LOAM 7. PITLESS ADAPTER AND SANITARY WELL SEAL SHALL BE MONITOR MODEL NO 1'-6" CAST IRON EQUIVALENT 1 - NO GROUNDWATER, NO MOTTLING, BEDROCK @ 28" 5PL-6-1-U-CL, MFG BY THE BAKER MFG CO; EVANSVIILE, WIS., OR APPROVED 4" DIA PVC 1'-6" #4 REBAR AROUND PERIMETER 2. ABSORPTION FIELD TO OPEN DRAINAGE, CULVERT, OR STORM SEWER(NON-GASKETED PIPE) OUTLET PIPE INLET PIPE EQUAL AND SHALL HAVE THE APPROVAL OF THE WATER SYSTEMS COUNSEL. 5. PROVIDE SPEED LEVELERS AT ALL DISTRIBUTION BOX OUTLETS OR CATCH BASIN - 50' MIN SLOPE MIN SLOPE 5'-5" 4'-1" 1/4"/FT 0" - 3" TOP SOIL 8. DISCHARGE PIPE : 3/4" MIN OF TYPE "K" COPPER WATER LINE 1/8"/FT LIQUID LEVEL 4'-7" 6. UNUSED OUTLETS TO REMAIN PLUGGED 3. ABSORPTION FIELD TO CULVERT OF STORM SEWER (GASKETED, TIGHT PIPE) - 35' TP 3" - 28" TAN SILTY LOAM 03/19/2020 SEAL PIPE WITH 28" - 39" BROWN SILTY SANDY GRAVELLY LOAM WATER SERVICE LINES UNDER PRESSURE SHALL NOT PASS CLOSER THAN 10' OF A 3" 6"x6"X10/10 WIRE MESH 2 9. ASPHALTIC 7. DISTRIBUTION BOXES SHOULD BE INSPECTED PERIODICALLY TO ASSURE THAT 4. ABSORPTION FIELD TO CURTAIN DRAIN - 15' - NO GROUNDWATER, NO MOTTLING, BEDROCK @ 39" SEPTIC TANK, TILE FIELD, OR ANY OTHER PART OF A SEWAGE DISPOSAL SYSTEM. GAS DEFLECTOR MATERIAL OR THEY ARE LEVEL AND OPERATING PROPERLY. 3" 5. ABSORPTION FIELD, PITS, EXPANSION AREA, TO TOP OF EMBANKMENT OR STEEP( 1 ON 3) EQUIVALENT 10. PVC PIPE WITH O-RING JOINTS ARE REQUIRED FOR SEWAGE LINES SLOPES - 25' 0" - 3" TOP SOIL 6 HOLE DROP DISTRIBUTION BOX TP 3" - 30" TAN SILTY LOAM BETWEEN 25 AND 50 FEET OF ANY WELL. 03/19/2020 SCALE: N.T.S. 6. DRAINAGE PIPES WITHIN 25' OF ANY WELL MUST BE WATERTIGHT 3 30" - 68" BROWN GRAVELLY SANDY SILTY LOAM - NO GROUNDWATER, NO MOTTLING, NO BEDROCK 11. MIN. WELL YIELD TO BE A MINIMUM OF 2 GAL PER MINUTE. ANY WELL PRODUCING 7. WELL TO CEMETERY PROPERTY LINE - 100' BETWEEN 2-5 GPM REQUIRES 24 HOURS OF STORAGE WITHIN HOME. 0" - 3" TOP SOIL 12" MIN SAND OR PEA GRAVEL 12. CEMENT GROUT SHALL BE A MIXTURE OF 1 BAG CEMENT (94 LBS) AND 5 1/2 GAL TP 3" - 24" TAN SILTY LOAM 03/19/2020 OF CLEAN WATER. SECTION A-A 4 24" - 66" BROWN GRAVELLY SANDY CLAY LOAM WITH SHALE POCKETS - NO GROUNDWATER, NO MOTTLING, NO BEDROCK 13. ELECTRICAL WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 10'-0" (3) 4" POLYLOC 11-1/2" 14. CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS BY THE NEW YORK STATE INLETS BAFFLE DEPARTMENT OF HEALTH, APPENDIX 5-B, STANDARDS FOR WATER WELLS, LATEST CAN BE RELOCATED NEWBURGH PB #2020-02 PERCOLATION TEST RESULTS ADDITION. TO SIDES 15. WELLS ARE TO BE INSTALLED IN THE LOCATIONS SHOWN ON THE PLAN TO ASSURE 20" DIA THE MINIMUM SEPARATION DISTANCES ARE MET. COVER PERC PERC PERC PERCOLATION TEST RUNS - STOPWATCH USED FOR ALL TESTS STABLIZED HOLE HOLE TIME HOLE # (TIME FOR 1" DROP IN WATER LEVEL) RATE TYPICAL DRILLED WELL SECTION DEPTH DIA SCALE: N.T.S. 5'-0" (3) 8" DIA FINISH COVERS 02/12/20 24" 10" START STOPWATCH USED FOR TIMED INTERVALS 11 MIN PT-01 TIME 00:09:16 00:09:34 00:10:01 NOTES: 1. PRECAST CONC. SEPTIC TANK AS MFG. BY WOODARD'S CONCRETE PRODUCTS, INC. MODEL ST 1250, OR APPROVED EQUAL.

FINISH 2. CONCRETE - 4,000 PSI AT 28 DAYS. 02/12/20 24" 10" START STOPWATCH USED FOR TIMED INTERVALS 25 MIN 3. REINFORCEMENT - 6" x 6" x 10 GA WIRE MESH. PT-02 4. SECTIONS TO BE SEALED WITH BUTYL RUBBER BASE CEMENT. TIME 00:17:37 00:23:47 00:24:16 5. THERE MUST BE AN UNINTERRUPTED POSITIVE SLOPE FROM THE SEPTIC TANK, OR ANY PUMPING OR DOSING CHAMBER, TO THE BUILDING, ALLOWING SEPTIC GASES TO DISCHARGE THROUGH THE STACK VENT. FINISH 6. SEPTIC TANKS SHOULD BE INSPECTED PERIODICALLY AND PUMPED 02/12/20 EVERY 2 - 3 YEARS. 24" 10" START STOPWATCH USED FOR TIMED INTERVALS 5 MIN PT-03 1250 GAL SEPTIC TANK TIME 00:03:38 00:03:41 00:04:18 00:04:31 SCALE: NTS (FOR 4-BEDROOM HOUSE) FINISH 03/19/20 24" 10" START STOPWATCH USED FOR TIMED INTERVALS 9 MIN PT-04 TIME 00:06:33 00:07:31 00:08:05 No. DATE DESCRIPTION DRAWING STATUSISSUE DATE: COPIES OF THIS DOCUMENT 71 CLINTON STREET 05/04/2020 WITHOUT AN ACTUAL OR NGINEERING MONTGOMERY, NY 12549 1 04/10/20 REVISED FOR TEST PIT RESULTS FACSIMILE OF THE E & SURVEYING THIS SHEET IS PART OF SHEET Ph: (845) 457-7727 2 05/04/20 REVISED PER MB, NB, OCP, & UCP COMMENTS ENGINEER'S SIGNATURE ROPERTIES Fx: (845) 457-1899 THE PLAN SET ISSUED FOR NUMBER AND AN ORIGINAL STAMP IN P Achieving Successful Results RED OR BLUE INK SHALL BE with Innovative Designs CONCEPT APPROVAL N/A OF N/A CONSIDERED INVALID. SEPTIC SYSTEM DESIGN SCHEDULE PPLANNING BOARD APPROVAL 3 OF 3 UNAUTHORIZED DETAILS OCDOH REALTY SUBDIVISION APPROVAL N/A OF N/A ALTERATIONS OR REQUIRED ABSORPTION REQUIRED FIELD LENGTH REQUIRED ABSOPTION ADDITIONS TO THIS STABILIZE FLOW APPLICATION REQUIRED PROPOSED ABSORPTION OCDOH WATERMAIN EXTENSION APPROVAL N/A OF N/A NUMBER OF FIELD LENGTH BASED USING QUIK4 FIELD LENGTH DOCUMENT BEARING THE YOUNG SUBDIVISION LOT PERC RATE RATE RATE AREA FIELD LENGTH NYSDEC APPROVAL N/A OF N/A SEAL OF A LICENSED BEDROOMS (ft) (BASED UPON 2' EQUALIZER CHAMBERS FOR AN ELJEN (min) (GPD) (GPD/Sq. ft.) (Sq. ft.) (ft) PROFESSIONAL ENGINEER 50 MILL HOUSE ROAD WIDE TRENCH) (25% REDUCTION) ABSOPTION TRENCH NYSDOT APPROVAL N/A OF N/A IS A VIOLATION OF T/NEWBURGH & T/MARLBOROUGH OTHER N/A OF N/A SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE ORANGE/ULSTER COUNTY, NEW YORK LOT 1 4 9 440 0.90 489 21 UNITS = 84 EQ. LF. JAY SAMUELSON, P.E. 245 N/A 84 FOR BID N/A OF N/A EDUCATION LAW. NEW YORK LICENSE # 080023 JOB #: DRAWN BY: FOR CONSTRUCTION N/A OF N/A 40 0 20 40 80 1422.01 ML LOT 4 4 25 440 0.60 734 367 276 N/A 70 CHAMBERS = 280 EQ. LF. THIS PLAN SET HAS BEEN ISSUED SPECIFICALLY FOR THE DATE: SCALE: APPROVAL OR ACTION NOTED ABOVE AND SHALL NOT BE USED 01/21/2020 1" = 40' FOR ANY OTHER PURPOSE. C-2 THIS SHEET SHALL BE CONSIDERED INVALID UNLESS REVISION: TAX LOT: 8-1-52.2(OC) COPYRIGHT 2020 ENGINEERING & SURVEYING PROPERTIES, PC 1 inch = 40 ft.

ACCOMPANIED BY ALL SHEETS OF THE DENOTED PLAN SET(S). 2 - 05/04/2020 108.004-5-20.21(UC) C