12 SUMMIT ROAD PUBLIC BENEFIT DEVELOPMENT DEFINITIVE ...

STORMWATER MANAGEMENT

for

12 SUMMIT ROAD PUBLIC BENEFIT DEVELOPMENT DEFINITIVE SUBDIVISION

LEXINGTON, MASSACHUSETTS

Prepared for:

12 Summit Road, LLC c/o DND Homes, LLC

271 Lincoln Street, #10 Lexington, Massachusetts 02421

Prepared by:

Patriot Engineering

35 Bedford Street, Suite 4 Lexington, Massachusetts 02420

(978) 726-2654

DATE: OCTOBER 18, 2021

21045-swcheck • 04/01/08 Stormwater Report Checklist • Page 1 of 8

Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program

Checklist for Stormwater Report

A. Introduction Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key.

A Stormwater Report must be submitted with the Notice of Intent permit application to document compliance with the Stormwater Management Standards. The following checklist is NOT a substitute for the Stormwater Report (which should provide more substantive and detailed information) but is offered here as a tool to help the applicant organize their Stormwater Management documentation for their Report and for the reviewer to assess this information in a consistent format. As noted in the Checklist, the Stormwater Report must contain the engineering computations and supporting information set forth in Volume 3 of the Massachusetts Stormwater Handbook. The Stormwater Report must be prepared and certified by a Registered Professional Engineer (RPE) licensed in the Commonwealth. The Stormwater Report must include:

• The Stormwater Checklist completed and stamped by a Registered Professional Engineer (see page 2) that certifies that the Stormwater Report contains all required submittals.1 This Checklist is to be used as the cover for the completed Stormwater Report.

• Applicant/Project Name • Project Address • Name of Firm and Registered Professional Engineer that prepared the Report • Long-Term Pollution Prevention Plan required by Standards 4-6 • Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan required

by Standard 82 • Operation and Maintenance Plan required by Standard 9

In addition to all plans and supporting information, the Stormwater Report must include a brief narrative describing stormwater management practices, including environmentally sensitive site design and LID techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify all wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant Loads (LUHPPL), and any areas on the site where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations.

As noted in the Checklist, the Stormwater Management Report shall document compliance with each of the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in Volume 3 of the Massachusetts Stormwater Handbook. To ensure that the Stormwater Report is complete, applicants are required to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the Stormwater Report. If any of the information specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report.

1 The Stormwater Report may also include the Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report, the Illicit Discharge Compliance Statement must be submitted prior to the discharge of stormwater runoff to the post-construction best management practices. 2 For some complex projects, it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan in the Stormwater Report. In that event, the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site.

http://www.mass.gov/eea/agencies/massdep/water/regulations/massachusetts-stormwater-handbook.html




B. Stormwater Checklist and Certification The following checklist is intended to serve as a guide for applicants as to the elements that ordinarily

need to be addressed in a complete Stormwater Report. The checklist is also intended to provide conservation commissions and other reviewing authorities with a summary of the components necessary for a comprehensive Stormwater Report that addresses the ten Stormwater Standards. Note: Because stormwater requirements vary from project to project, it is possible that a complete Stormwater Report may not include information on some of the subjects specified in the Checklist. If it is determined that a specific item does not apply to the project under review, please note that the item is not applicable (N.A.) and provide the reasons for that determination. A complete checklist must include the Certification set forth below signed by the Registered Professional Engineer who prepared the Stormwater Report.

Registered Professional Engineer’s Certification I have reviewed the Stormwater Report, including the soil evaluation, computations, Long-term Pollution

Prevention Plan, the Construction Period Erosion and Sedimentation Control Plan (if included), the Long-term Post-Construction Operation and Maintenance Plan, the Illicit Discharge Compliance Statement (if included) and the plans showing the stormwater management system, and have determined that they have been prepared in accordance with the requirements of the Stormwater Management Standards as further elaborated by the Massachusetts Stormwater Handbook. I have also determined that the information presented in the Stormwater Checklist is accurate and that the information presented in the Stormwater Report accurately reflects conditions at the site as of the date of this permit application.

Registered Professional Engineer Block and Signature

Signature and Date

Checklist

Project Type: Is the application for new development, redevelopment, or a mix of new and redevelopment?

New development

Redevelopment

Mix of New Development and Redevelopment




Checklist (continued) LID Measures: Stormwater Standards require LID measures to be considered. Document what

environmentally sensitive design and LID Techniques were considered during the planning and design of the project:

No disturbance to any Wetland Resource Areas

Site Design Practices (e.g. clustered development, reduced frontage setbacks)

Reduced Impervious Area (Redevelopment Only)

Minimizing disturbance to existing trees and shrubs

LID Site Design Credit Requested:

Credit 1

Credit 2

Credit 3

Use of “country drainage” versus curb and gutter conveyance and pipe

Bioretention Cells (includes Rain Gardens)

Constructed Stormwater Wetlands (includes Gravel Wetlands designs)

Treebox Filter

Water Quality Swale

Grass Channel

Green Roof

Other (describe):

Standard 1: No New Untreated Discharges

No new untreated discharges Outlets have been designed so there is no erosion or scour to wetlands and waters of the

Commonwealth

Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included.




Checklist (continued)

Standard 2: Peak Rate Attenuation Standard 2 waiver requested because the project is located in land subject to coastal storm flowage

and stormwater discharge is to a wetland subject to coastal flooding. Evaluation provided to determine whether off-site flooding increases during the 100-year 24-hour

storm.

Calculations provided to show that post-development peak discharge rates do not exceed pre-development rates for the 2-year and 10-year 24-hour storms. If evaluation shows that off-site flooding increases during the 100-year 24-hour storm, calculations are also provided to show that post-development peak discharge rates do not exceed pre-development rates for the 100-year 24-hour storm.

Standard 3: Recharge

Soil Analysis provided.

Required Recharge Volume calculation provided.

Required Recharge volume reduced through use of the LID site Design Credits.

Sizing the infiltration, BMPs is based on the following method: Check the method used.

Static Simple Dynamic Dynamic Field1

Runoff from all impervious areas at the site discharging to the infiltration BMP.

Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations

are provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to generate the required recharge volume.

Recharge BMPs have been sized to infiltrate the Required Recharge Volume.

Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum extent practicable for the following reason:

Site is comprised solely of C and D soils and/or bedrock at the land surface

M.G.L. c. 21E sites pursuant to 310 CMR 40.0000

Solid Waste Landfill pursuant to 310 CMR 19.000

Project is otherwise subject to Stormwater Management Standards only to the maximum extent practicable.

Calculations showing that the infiltration BMPs will drain in 72 hours are provided.

Property includes a M.G.L. c. 21E site or a solid waste landfill and a mounding analysis is included.

1 80% TSS removal is required prior to discharge to infiltration BMP if Dynamic Field method is used.





Standard 3: Recharge (continued)

The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10-year 24-hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding analysis is provided.

Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas.

Standard 4: Water Quality

The Long-Term Pollution Prevention Plan typically includes the following: • Good housekeeping practices; • Provisions for storing materials and waste products inside or under cover; • Vehicle washing controls; • Requirements for routine inspections and maintenance of stormwater BMPs; • Spill prevention and response plans; • Provisions for maintenance of lawns, gardens, and other landscaped areas; • Requirements for storage and use of fertilizers, herbicides, and pesticides; • Pet waste management provisions; • Provisions for operation and management of septic systems; • Provisions for solid waste management; • Snow disposal and plowing plans relative to Wetland Resource Areas; • Winter Road Salt and/or Sand Use and Storage restrictions; • Street sweeping schedules; • Provisions for prevention of illicit discharges to the stormwater management system; • Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the

event of a spill or discharges to or near critical areas or from LUHPPL; • Training for staff or personnel involved with implementing Long-Term Pollution Prevention Plan; • List of Emergency contacts for implementing Long-Term Pollution Prevention Plan.

A Long-Term Pollution Prevention Plan is attached to Stormwater Report and is included as an attachment to the Wetlands Notice of Intent.

Treatment BMPs subject to the 44% TSS removal pretreatment requirement and the one inch rule for calculating the water quality volume are included, and discharge:

is within the Zone II or Interim Wellhead Protection Area

is near or to other critical areas

is within soils with a rapid infiltration rate (greater than 2.4 inches per hour)

involves runoff from land uses with higher potential pollutant loads.

The Required Water Quality Volume is reduced through use of the LID site Design Credits.

Calculations documenting that the treatment train meets the 80% TSS removal requirement and, if applicable, the 44% TSS removal pretreatment requirement, are provided.





Standard 4: Water Quality (continued)

The BMP is sized (and calculations provided) based on:

The ½” or 1” Water Quality Volume or The equivalent flow rate associated with the Water Quality Volume and documentation is

provided showing that the BMP treats the required water quality volume.

The applicant proposes to use proprietary BMPs, and documentation supporting use of proprietary BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP checklist found in Volume 2, Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report, STEP Report, and/or other third party studies verifying performance of the proprietary BMPs.

A TMDL exists that indicates a need to reduce pollutants other than TSS and documentation showing that the BMPs selected are consistent with the TMDL is provided.

Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs)

The NPDES Multi-Sector General Permit covers the land use and the Stormwater Pollution

Prevention Plan (SWPPP) has been included with the Stormwater Report.

The NPDES Multi-Sector General Permit covers the land use and the SWPPP will be submitted prior to the discharge of stormwater to the post-construction stormwater BMPs.

The NPDES Multi-Sector General Permit does not cover the land use.

LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain, snow, snow melt and runoff, and been included in the long term Pollution Prevention Plan.

All exposure has been eliminated.

All exposure has not been eliminated and all BMPs selected are on MassDEP LUHPPL list.

The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and grease (e.g. all parking lots with >1000 vehicle trips per day) and the treatment train includes an oil grit separator, a filtering bioretention area, a sand filter or equivalent.

Standard 6: Critical Areas

The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP has approved for stormwater discharges to or near that particular class of critical area.

Critical areas and BMPs are identified in the Stormwater Report.





Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable

The project is subject to the Stormwater Management Standards only to the maximum Extent Practicable as a:

Limited Project

Small Residential Projects: 5-9 single family houses or 5-9 units in a multi-family development provided there is no discharge that may potentially affect a critical area.

Small Residential Projects: 2-4 single family houses or 2-4 units in a multi-family development with a discharge to a critical area

Marina and/or boatyard provided the hull painting, service and maintenance areas are protected from exposure to rain, snow, snow melt and runoff

Bike Path and/or Foot Path

Redevelopment Project

Redevelopment portion of mix of new and redevelopment.

Certain standards are not fully met (Standard No. 1, 8, 9, and 10 must always be fully met) and an explanation of why these standards are not met is contained in the Stormwater Report.

The project involves redevelopment and a description of all measures that have been taken to improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found in Volume 2 Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) improves existing conditions.

Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control

A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information:

• Narrative; • Construction Period Operation and Maintenance Plan; • Names of Persons or Entity Responsible for Plan Compliance; • Construction Period Pollution Prevention Measures; • Erosion and Sedimentation Control Plan Drawings; • Detail drawings and specifications for erosion control BMPs, including sizing calculations; • Vegetation Planning; • Site Development Plan; • Construction Sequencing Plan; • Sequencing of Erosion and Sedimentation Controls; • Operation and Maintenance of Erosion and Sedimentation Controls; • Inspection Schedule; • Maintenance Schedule; • Inspection and Maintenance Log Form.

A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing the information set forth above has been included in the Stormwater Report.





Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued)

The project is highly complex and information is included in the Stormwater Report that explains why it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application. A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Stormwater Report but will be submitted before land disturbance begins.

The project is not covered by a NPDES Construction General Permit.

The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report.

The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. The SWPPP will be submitted BEFORE land disturbance begins.

Standard 9: Operation and Maintenance Plan

The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and includes the following information:

Name of the stormwater management system owners;

Party responsible for operation and maintenance;

Schedule for implementation of routine and non-routine maintenance tasks;

Plan showing the location of all stormwater BMPs maintenance access areas;

Description and delineation of public safety features;

Estimated operation and maintenance budget; and

Operation and Maintenance Log Form.

The responsible party is not the owner of the parcel where the BMP is located and the Stormwater Report includes the following submissions:

A copy of the legal instrument (deed, homeowner’s association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs;

A plan and easement deed that allows site access for the legal entity to operate and maintain BMP functions.

Standard 10: Prohibition of Illicit Discharges

The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges;

An Illicit Discharge Compliance Statement is attached;

NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of any stormwater to post-construction BMPs.

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Stormwater Management Standards Project Narrative: The project site is comprised of a single-family lot located within the Residential (RS) District. The parcel is identified on the Town of Lexington Assessor’s Map 22 as Lot 146A. The subject property has an area of 76,070 s.f., and site features currently existing include a single-family dwelling, a bituminous concrete driveway, walkways, patios, grassed/landscaped areas and wooded areas. The applicant is proposing to subdivide the above-mentioned lot into a Public Benefit Special Permit Residential Subdivision as constructed per Town of Lexington Zoning Bylaw. This proposal utilizes conventional stormwater management techniques including area/trench drains (with sumps), isolator rows and subsurface infiltration systems for the treatment and mitigation of stormwater. The following is a summary of how the proposed project meets the DEP Stormwater Standards: Standard 1: No new stormwater conveyances may discharge untreated stormwater directly to or cause erosion in wetlands or waters of the Commonwealth. There are no untreated stormwater conveyances proposed to discharge to wetlands or waters of the Commonwealth from the project. Standard 2: Peak Rate Attenuation - Stormwater management systems shall be designed so that post-development peak discharge rates do not exceed pre-development peak discharge rates. This standard may be waived for discharges to land subject to coastal storm flowage as defined in 310 CMR 10.04. For the purpose of analyzing pre and post development stormwater peak rates of runoff, three (3) design points have been selected based on existing topographic conditions which were used for both the pre and the post peak rate calculations. The design points are Summit Road to the west, 8 Summit Road to the north, and Bridal Path to the east. The storm event rainfall frequencies used for this analysis have been selected based upon the Extreme Precipitation Tables for the Northeast Regional Climate Center. A full detail of peak rate attenuation along with supplemental stormwater calculations utilizing HydroCAD as well as pre and post drainage site plans have been submitted with the Definitive Subdivision Application. The details of this report will show that the peak rates of runoff for the 2-year, 10-year and 100-year events have been either maintained or reduced from pre to post conditions through the use of area/trench drains (with sumps), isolator rows and subsurface infiltration systems. The hydrologic calculations from the HydroCAD® have been included in this report and are located in section tab entitled “Hydrologic Calculations”.

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Proposed Design Points and Subcatchment Areas Design Point #1 (DP#1) is Summit Road to the west. The contributing area to the Design Point consists of Subcatchment 1 & 101. Design Point #1:

Storm Event Existing Conditions (Pre) Peak Flow (CFS)

Proposed Conditions (Post) Peak Flow (CFS)

2-Year (3.2 in./hr.) 0.06 0.01

10-Year (4.8 in./hr.) 0.52 0.19

100-Year (8.8 in./hr.) 2.66 1.44 Design Point #2 (DP#2) is the abutting bordering property to the north, 8 Summit Road. The contributing area to the Design Point consists of Subcatchment 2 & 201. Design Point #2:



2-Year (3.2 in./hr.) 0.00 0.00

10-Year (4.8 in./hr.) 0.00 0.00

100-Year (8.8 in./hr.) 0.02 0.02 Design Point #3 (DP#3) is the Bridal Path to the east. The contributing area to the Design Point consists of Subcatchment 3 & 301. Design Point #3:



2-Year (3.2 in./hr.) 0.00 0.00

10-Year (4.8 in./hr.) 0.02 0.01

100-Year (8.8 in./hr.) 1.23 0.80 Standard 3: Recharge - Loss of annual recharge to groundwater shall be eliminated or minimized…at a minimum, the annual recharge from the post-development site shall approximate the annual recharge from pre-development conditions based on soil type. This standard is met when the stormwater

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management system is designed to infiltrate the required recharge volume in accordance with the Mass Stormwater Handbook. Loss of annual recharge to groundwater has been minimized through the use of stormwater Best Management Practices (BMP’s), subsurface infiltration systems, and a proposed operation and maintenance program are proposed for this project. The subsurface infiltration systems have been designed for recharging groundwater. Based on soil maps provided by U.S. Department of Agriculture Soil Conservation Service (map located in the Appendix to the narrative) the site consists of one soil type with a hydrologic group of A. Onsite soil testing was conducted by Patriot Engineering on December 21, 2020 in the areas depicted on the attached plan. This testing revealed a mix of sandy loam and loamy sand parent material. Ledge was encountered in a number of the pits. Groundwater was observed in one test pit at a depth of 72”, groundwater was not observed in the other two test pit locations; therefore, the bottom of those test pits have been used as the estimated seasonal high groundwater elevation for design purposes. Utilizing the current regulations, the proposed design will meet this standard as per the following calculation:

Rv = Fx Rv = Required Recharge Volume F = Target Depth Factor associated with hydrologic soil groups located in table 2.3.2 in Volume 3 of the Stormwater Management Handbook x = Total impervious area proposed

Impervious area within project area (HSG A): 22,549 square feet (sf). Required recharge volume depth factor for A type soils: 0.6 inches

Therefore Rv = (22,549)(0.6inches/12 inches per foot) Rv = 1,127 cubic feet (cf)

The proposed subsurface infiltration system provides a total recharge storage volume of 6,668 cf. In accordance with the Stormwater Handbook, a capture area adjustment calculation has been provided in the appendix of this report to ensure a minimum of 65% of the site impervious areas are directed into recharge facilities. The calculation demonstrates the proposed project directs 70% of the site's proposed impervious surface areas will be directed toward the recharge facility. Standard 4: Water Quality – Stormwater management systems shall be designed to remove 80% of the average annual post-construction load of Total Suspended Solids (TSS). The standard is met with pollution prevention plans, stormwater BMP’s sized to capture required water quality volume, and pretreatment measures.

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The stormwater management system has been designed to remove a minimum of 80% of the average annual post-construction load of Total Suspended Solids (TSS). TSS Removal Calculation Worksheets are included in the Stormwater Analysis and Calculations Report noted herein. These percentages have been achieved by the use of deep sump catch basins, isolator rows and a subsurface infiltration system. The Stormwater Management Handbook assigns TSS removal percentages to each treatment BMP. Each treatment BMP is sized to capture the required water quality volume as calculated in accordance with the Handbook in order to achieve the assigned TSS removal rates. General Equation from Stormwater Management Handbook

Vwq = (Dwq)(A) Vwq = required water quality volume Dwq = water quality depth (1” for critical areas, 0.5” for non-critical areas) A = impervious area

The following are treatment sizing calculations for portions of the treatment trains based on the 0.5’’ for non-critical areas: Train 1+2 (Area/Trench Drains to Isolator Row to PSIS)

Vwq = (22,549)(0.5”/12) = 940 cf The proposed subsurface infiltration systems provide a total recharge storage volume of 4,984 cf.

A separate document entitled “Operation and Maintenance & Erosion and Sedimentation Control Program for a Proposed Stormwater Management System” is included as part of this report. Suitable practices for source control and long-term pollution prevention have been identified and shall be implemented as discussed. The utilization of pretreatment and treatment BMP’s combined with the operation and maintenance plan provides compliance with this standard. Standard 5: Land Uses with Higher Potential Pollutant Loads (LUHPPLs) – Source control and pollution prevention shall be implemented in accordance with the Stormwater Handbook to eliminate or reduce the discharge of stormwater runoff from such land uses to the maximum extent practicable. Stormwater Standard 5 is not applicable to this project. The proposed development will not subject the site to higher potential pollutant loads as defined in the Massachusetts Department of Environmental protection Wetlands and Water Quality Regulations. LUHPPLs are identified in 310 CMR 22.20B(2) and C(2)(a)-(k) and (m) and CMR 22.21(2)(a)(1)-(8) and (b)(1)-(6), areas within a site that are the location of activities that are subject to an individual National Pollutant Discharge Elimination System (NPDES) permit or the NPDES Multi-sector General Permit; auto fueling facilities, exterior fleet storage areas, exterior vehicle service and equipment cleaning areas; marinas and

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boatyards; parking lots with high-intensity-use; confined disposal facilities and disposal sites. Standard 6: Critical Areas – Stormwater discharges to critical areas require the use of specific source control and pollution prevention measures and specific structural stormwater best management practices determined by the Department to be suitable for managing discharges to such areas. Stormwater Standard 6 is not applicable to this project given that proposed stormwater does not discharge near a critical area. Critical areas being Outstanding Resource Waters and Special Resource Waters as designated in 314 CMR 4.0, recharge areas for public water supplies as defined in 310 CMR 22.02, bathing beaches as defined in 105 CMR 445.000, cold-water fisheries and shellfish growing areas as defined in 314 CMR 9.02 and 310 CMR 10.04. The design points are not considered a critical area therefore Standard #6 does not applies to this project. Standard 7: Redevelopments – A redevelopment project is required to meet Standards 1-6 only to the maximum extent practicable. Remaining standards shall be met as well as the project shall improve the existing conditions. Stormwater Standard 7 is not applicable to this project. Within the Stormwater Management Handbook (volume 1 chapter 1 page 20), the definition of a redevelopment project includes, “development, rehabilitation, expansion and phased projects on previously developed sites, provided the redevelopment results in no net increase in impervious area”. This project will not result in a reduction of impervious area in the proposed conditions. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan shall be implemented. An Operation and Maintenance & Erosion and Sediment Control Program for a Proposed Stormwater Management System is included with this report. The program details the construction period operation and maintenance plan and sequencing for pollution prevention measures and erosion and sedimentation controls. Locations of erosion control measures for the project are depicted on the site plan set accompanying this report. Standard 9: A long term Operation and Maintenance Plan shall be implemented. An Operation and Maintenance & Erosion and Sediment Control Program for a Proposed Stormwater Management System is included with this report. The long term operation and maintenance section of the program provides details and the schedule for routine and non-routine maintenance tasks to be implemented at the completion of the project. Standard 10: Prohibition of Illicit Discharges – Illicit discharges to the stormwater management system are prohibited. Illicit discharges to the stormwater management system are discharges that are not entirely comprised of stormwater. Discharges to the stormwater management system

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from the following activities or facilities are permissible: Firefighting, water line flushing, landscape irrigation, uncontaminated groundwater, potable water sources, foundation drains, air conditioning condensation, footing drains, individual resident car washing, flows from riparian habitats and wetlands, dechlorinated water from swimming pools, water used for street washing and water used to clean residential buildings without detergents. All other illicit discharges are prohibited. There are no known illicit discharges anticipated through the completion of this project. During construction and post construction procedures are provided to dissipate the potential for illicit discharges to the drainage system. Post construction preventions of illicit discharges are described in the Operation and Maintenance Program under the Good Housekeeping Practices section of the report.

STORMWATER ANALYSIS & CALCULATIONS

for

12 SUMMIT ROAD PUBLIC BENEFIT DEFINITIVE SUBDIVISION


Prepared for:



Prepared by:

Patriot Engineering


(978) 726-2654

Date: October 18, 2021

TABLE OF CONTENTS

Calculation Methods

Source of Data Report Summary

Stormwater Analysis: * Existing Conditions • Watershed Routing Diagram • 2-Year 24 Hour Storm Event Analysis

• 10-Year 24 Hour Storm Event Analysis • 100-Year 24 Hour Storm Event Analysis

* Proposed Conditions • Watershed Routing Diagram

• 2-Year 24 Hour Storm Event Analysis • 10-Year 24 Hour Storm Event Analysis • 100-Year 24 Hour Storm Event Analysis

Appendix: * Pre-Development Drainage Plan * Post-Development Drainage Plan *

* * * *

NRCS – Soils Map TSS Calculation Capture Area Adjustment 72-Hour Draw Down Calculations Operation & Maintenance Program

CALCULATION METHODS

− TR 20 SCS Unit Hydrograph Procedure − Runoff Curve Numbers − Time of Concentration by TR55 Methodology − Reach and Pond Rating by the Storage-Indication Method − Manning Equation

SOURCE OF DATA

− Technical Report No. 20

− Technical Report No. 55 − Extreme Precipitation Tables for the Northeast Regional

Climate Center − Field Survey and Soil Testing by Meridian Associates, Inc. − Massachusetts Stormwater Handbook February 2008

REPORT SUMMARY: This project proposes to create a special permit residential development through the process outlined in Chapter 135-6.9.3 of the Lexington Zoning Bylaw. Calculation Objective The purpose of this drainage analysis is to design a stormwater management system that maintains and/or reduces the peak rates and volumes of stormwater runoff from pre-development conditions in the post development conditions for the 2, 10 and 100-year design storm events The proposed stormwater management system designed for this project will consist of the installation of four (4) subsurface infiltration system to allow for the mitigation of the runoff from the proposed impervious areas within the project right of way. The installation of the subsurface infiltration systems will allow the development to not have an increase in stormwater runoff (rate or volume) from the site during the 2, 10 and 100-year design storms. Classification of Soils Existing soil conditions within the limits of the watershed analyzed for this study have been categorized as:

• Charlton-Urban Land-Hollis Complex, Hydrologic Group A The classification is based upon the Natural Resource Conservation Service Maps dated May 1984. A copy of this soil map is contained in the Appendix of this report. Onsite soil testing was conducted by Patriot Engineering, Inc. on December 21, 2020 in the areas depicted on the attached plan. This testing revealed a mix of sandy loam and loamy sand parent material. Groundwater was observed in one test pit at a depth of 72”, groundwater was not observed in the other two test pit locations; therefore, the bottom of those test pits have been used as the estimated seasonal high groundwater elevation for design purposes. Selection of Storm Events The storm event frequencies and intensities have been selected based upon the Lexington Stormwater Management Regulations. The storm event rainfall frequencies used for this analysis have been selected based upon the Extreme Precipitation Tables for the Northeast Regional Climate Center. Rainfall frequency data has been provided as follows:

Frequency Rainfall [24 hour event (inch)]

2 year

3.2 10 year 4.8 100 year 8.8

Existing Site Overview The project site is comprised of a single-family lot located within the Residential (RS) District. The parcel is identified on the Town of Lexington Assessor’s Map 22 as Lot 146A. The subject property has an area of 76,070 s.f., and site features currently existing include a single-family dwelling, a bituminous concrete driveway, walkways, patios, grassed/landscaped areas and wooded areas. The slope of the existing site promotes overland runoff in three (3) main directions: westerly toward Summit Road, northerly to the abutting property (8 Summit Road), and easterly toward Bridle Path. This result in three (3) subcatchments (SC) and three (3) design points (DP):

• Subcatchment SC-1 – This subcatchment area consists of portions of the existing single-family dwelling, driveway, grassed and wooded areas. Stormwater runoff generated in this subcatchment flows west to Summit Road to design point 1 (DP1).

• Subcatchment SC-2 – This subcatchment area consists of lawn and wooded

areas. Stormwater runoff generated in this subcatchment flows north to the abutting property at 8 Summit Road to design point 2 (DP2).

• Subcatchment SC-3 – This subcatchment area consists of portions of the

existing single-family dwelling, driveway, exposed ledge, grassed and wooded areas. Stormwater runoff generated in this subcatchment flows east to Bridal Path to design point 3 (DP3).

Proposed Site Overview The proposed project is comprised of a Public Benefit Special Permit Subdivision development of the existing property into a six-unit development. The development proposes four (4) new single-family dwellings, along with converting the existing dwelling into a two-unit duplex, which will be served by a shared driveway and consist of stormwater management systems, new utilities and associated grassed/landscaped areas. This project will be subject to the Lexington Stormwater Management Regulations as the subdivision disturbs more than one (1) acre of land. Four drainage systems have been designed in order to manage stormwater runoff in an appropriate and responsible manner. The proposed project has been developed with the intent of maintaining the existing drainage patterns of the site to the maximum extent practicable. In order to not increase runoff from the project site runoff from a portion of the proposed development will be directed to subsurface infiltration systems. The seven (7) subcatchments in the post construction scenario are as follows:

• Subcatchment SC101 – This subcatchment area consists of portions of the proposed proposed roof area, driveway/walkways and grassed areas. Stormwater runoff generated in this subcatchment flows west to Summit Road to design point 1 (DP1).

• Subcatchment SC201 – This subcatchment area consists of lawn and wooded areas. Stormwater runoff generated in this subcatchment flows north to the abutting property at 8 Summit Road to design point 2 (DP2).

• Subcatchment SC301 – This subcatchment area consists of proposed roof area and lawn/wooded areas. Stormwater runoff generated in this subcatchment flows east to Bridal Path to design point 3 (DP3).

• Subcatchment SC401 – This subcatchment area consists of portions of the

proposed impervious area (driveway, walkways, etc.) and lawn areas. Stormwater runoff generated in this subcatchment will be directed to proposed subsurface infiltration system (PSIS-1), with an isolator row, via area drains with sumps.

• Subcatchment SC501 – This subcatchment area consists of portions of the proposed impervious area (roadway, sidewalk, driveway aprons) and lawn areas. Stormwater runoff generated in this subcatchment will be directed to proposed subsurface infiltration system (PSIS-2), with an isolator row, via area drains with sumps.

• Subcatchment SC601 – This subcatchment area consists of portions of the

proposed roof area. Stormwater runoff generated in this subcatchment will be directed to proposed subsurface infiltration system (PSIS-3) via a gutters and downspouts.

• Subcatchment SC701 – This subcatchment area consists of portions of the proposed roof area. Stormwater runoff generated in this subcatchment will be directed to proposed subsurface infiltration system (PSIS-4) via a gutters and downspouts.

Summary of Flows at the Design Point Design Point 1 (DP1): Peak Rates (CFS)

DP1 2-Year Storm

10-Year Storm

100-Year Storm

Existing 0.06 0.52 2.66 Proposed 0.01 0.19 1.44

Peak Volumes (CF)

DP1 2-Year Storm

10-Year Storm

100-Year Storm

Existing 599 2,211 8,644 Proposed 225 1,073 4,823

Design Point 2 (DP2): Peak Rates (CFS)

DP2 2-Year Storm

10-Year Storm

100-Year Storm


Peak Volumes (CF)

DP2 2-Year Storm

10-Year Storm

100-Year Storm

Existing 0 1 157 Proposed 0 1 157

Design Point 3 (DP3): Peak Rates (CFS)

DP3 2-Year Storm

10-Year Storm

100-Year Storm


Peak Volumes (CF)

DP3 2-Year

Storm 10-Year Storm

100-Year Storm

Existing 1 553 5,176 Proposed 0 334 3,549

Conclusion The calculations for each of the selected Design Points demonstrate that proposed site improvements will not result in an increase in the peak rate or volume of stormwater runoff for the 2-year, 10-year or 100-year 24-hour storm events at the design points with the proposed stormwater mitigation system improvements.

SC-1

Subcatchment 1

SC-2

Subcatchment 2

SC-3

Subcatchment 3

DP-1

Design Point 1

DP-2

Design Point 2

DP-3

Design Point 3

Routing Diagram for 12 SUMMIT_PREPrepared by {enter your company name here}, Printed 10/18/2021HydroCAD® 10.10-6a s/n 04881 © 2020 HydroCAD Software Solutions LLC

Subcat Reach Pond Link

12 Summit Rd PBH Definitive Pre-Construction Analysis12 SUMMIT_PRE

Printed 10/18/2021Prepared by {enter your company name here}Page 2HydroCAD® 10.10-6a s/n 04881 © 2020 HydroCAD Software Solutions LLC

Area Listing (all nodes)

Area(sq-ft)

CN Description(subcatchment-numbers)

35,756 39 >75% Grass cover, Good, HSG A (SC-1, SC-2, SC-3)6,551 98 Driveway/Walkways/Patios (SC-1, SC-3)1,385 98 Ledge Outcrop (SC-3)4,339 98 Roof (SC-1, SC-3)

28,039 30 Woods, Good, HSG A (SC-1, SC-2, SC-3)

76,070 45 TOTAL AREA

12 Summit Rd PBH Definitive Pre-Construction AnalysisType III 24-hr 2-Yr 24 Hr Rainfall=3.20"12 SUMMIT_PRE


Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 pointsRunoff by SCS TR-20 method, UH=SCS, Weighted-CN

Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method

Runoff Area=32,201 sf 26.53% Impervious Runoff Depth>0.22"Subcatchment SC-1: Subcatchment 1 Tc=6.0 min CN=54 Runoff=0.06 cfs 599 cf

Runoff Area=2,654 sf 0.00% Impervious Runoff Depth=0.00"Subcatchment SC-2: Subcatchment 2 Tc=6.0 min CN=31 Runoff=0.00 cfs 0 cf


Inflow=0.06 cfs 599 cfReach DP-1: Design Point 1 Outflow=0.06 cfs 599 cf



Total Runoff Area = 76,070 sf Runoff Volume = 600 cf Average Runoff Depth = 0.09"83.86% Pervious = 63,795 sf 16.14% Impervious = 12,275 sf



Summary for Subcatchment SC-1: Subcatchment 1

Runoff = 0.06 cfs @ 12.36 hrs, Volume= 599 cf, Depth> 0.22" Routed to Reach DP-1 : Design Point 1

Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrsType III 24-hr 2-Yr 24 Hr Rainfall=3.20"

Area (sf) CN Description20,282 39 >75% Grass cover, Good, HSG A

3,376 30 Woods, Good, HSG A* 5,254 98 Driveway/Walkways/Patios* 3,289 98 Roof

32,201 54 Weighted Average23,658 73.47% Pervious Area

8,543 26.53% Impervious Area

Tc Length Slope Velocity Capacity Description(min) (feet) (ft/ft) (ft/sec) (cfs)

6.0 Direct Entry, Min. Engineering Standard

Subcatchment SC-1: Subcatchment 1

Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.07

0.065

0.06

0.055

0.05

0.045

0.04

0.035

0.03

0.025

0.02

0.015

0.01

0.005

0

Type III 24-hr2-Yr 24 Hr Rainfall=3.20"Runoff Area=32,201 sfRunoff Volume=599 cfRunoff Depth>0.22"Tc=6.0 minCN=54

0.06 cfs




Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Depth= 0.00" Routed to Reach DP-2 : Design Point 2


Area (sf) CN Description341 39 >75% Grass cover, Good, HSG A

2,313 30 Woods, Good, HSG A* 0 98 Driveway/Walkways/Patios* 0 98 Roof





Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

1

0

Type III 24-hr2-Yr 24 Hr Rainfall=3.20"

Runoff Area=2,654 sfRunoff Volume=0 cfRunoff Depth=0.00"

Tc=6.0 minCN=31

0.00 cfs






Area (sf) CN Description15,133 39 >75% Grass cover, Good, HSG A22,350 30 Woods, Good, HSG A

* 1,297 98 Driveway/Walkways/Patios* 1,050 98 Roof* 1,385 98 Ledge Outcrop






Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000

0000000000


0.00 cfs



Summary for Reach DP-1: Design Point 1

Inflow Area = 32,201 sf, 26.53% Impervious, Inflow Depth > 0.22" for 2-Yr 24 Hr eventInflow = 0.06 cfs @ 12.36 hrs, Volume= 599 cfOutflow = 0.06 cfs @ 12.36 hrs, Volume= 599 cf, Atten= 0%, Lag= 0.0 min

Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs

Reach DP-1: Design Point 1

InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.07

0.065

0.06

0.055

0.05

0.045

0.04

0.035

0.03

0.025

0.02

0.015

0.01

0.005

0

Inflow Area=32,201 sf0.06 cfs

0.06 cfs




Inflow Area = 2,654 sf, 0.00% Impervious, Inflow Depth = 0.00" for 2-Yr 24 Hr eventInflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cfOutflow = 0.00 cfs @ 0.00 hrs, Volume= 0 cf, Atten= 0%, Lag= 0.0 min



InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

1

0

Inflow Area=2,654 sf

0.00 cfs0.00 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0

0

0

0

0


0.00 cfs





Runoff Area=32,201 sf 26.53% Impervious Runoff Depth>0.82"Subcatchment SC-1: Subcatchment 1 Tc=6.0 min CN=54 Runoff=0.52 cfs 2,211 cf



Inflow=0.52 cfs 2,211 cfReach DP-1: Design Point 1 Outflow=0.52 cfs 2,211 cf



Total Runoff Area = 76,070 sf Runoff Volume = 2,765 cf Average Runoff Depth = 0.44"83.86% Pervious = 63,795 sf 16.14% Impervious = 12,275 sf




Runoff = 0.52 cfs @ 12.12 hrs, Volume= 2,211 cf, Depth> 0.82" Routed to Reach DP-1 : Design Point 1









Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.55

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0

Type III 24-hr10-Yr 24 Hr Rainfall=4.80"Runoff Area=32,201 sfRunoff Volume=2,211 cfRunoff Depth>0.82"Tc=6.0 minCN=54

0.52 cfs












Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0


0.00 cfs













Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.0230.0220.021

0.020.0190.0180.0170.0160.0150.0140.0130.0120.011

0.010.0090.0080.0070.0060.0050.0040.0030.0020.001

0


0.02 cfs




Inflow Area = 32,201 sf, 26.53% Impervious, Inflow Depth > 0.82" for 10-Yr 24 Hr eventInflow = 0.52 cfs @ 12.12 hrs, Volume= 2,211 cfOutflow = 0.52 cfs @ 12.12 hrs, Volume= 2,211 cf, Atten= 0%, Lag= 0.0 min



InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.55

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0


0.52 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0


0.00 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.0230.0220.021

0.020.0190.0180.0170.0160.0150.0140.0130.0120.011

0.010.0090.0080.0070.0060.0050.0040.0030.0020.001

0


0.02 cfs
























Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

2

1

0


2.66 cfs












Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.02

0.019

0.018

0.017

0.016

0.015

0.014

0.013

0.012

0.011

0.01

0.009

0.008

0.007

0.006

0.005

0.004

0.003

0.002

0.001

0


0.02 cfs













Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

1

0


1.23 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

2

1

0


2.66 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.02

0.019

0.018

0.017

0.016

0.015

0.014

0.013

0.012

0.011

0.01

0.009

0.008

0.007

0.006

0.005

0.004

0.003

0.002

0.001

0


0.02 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

1

0


1.23 cfs

SC-101

Subcatchment 101

SC-201

Subcatchment 201

SC-301

Subcatchment 301

SC-401

Subcatchment 401

SC-501

Subcatchment 501

SC-601

Subcatchment 601

SC-701

Subcatchment 701

DP-1

Design Point 1

DP-2

Design Point 2

DP-3

Design Point 3

PSIS-1

Proposed Subsurface Infiltration System-1

PSIS-2


PSIS-3


PSIS-4


Routing Diagram for 12 SUMMIT_BHD_POSTPrepared by {enter your company name here}, Printed 10/18/2021HydroCAD® 10.10-6a s/n 04881 © 2020 HydroCAD Software Solutions LLC

Subcat Reach Pond Link

12 Summit Rd PBH Definitive Post-Construction Analysis12 SUMMIT_BHD_POST


Area Listing (all nodes)

Area(sq-ft)

CN Description(subcatchment-numbers)

35,071 39 >75% Grass cover, Good, HSG A (SC-101, SC-201, SC-301, SC-401, SC-501)734 98 Proposed Driveway/Walkway (SC-101)

11,936 98 Proposed Driveway/Walkways (SC-401, SC-501)11,016 98 Proposed Roof Area (SC-101, SC-301, SC-601, SC-701)17,313 30 Woods, Good, HSG A (SC-201, SC-301)

76,070 55 TOTAL AREA

12 Summit Rd PBH Definitive Post-Construction AnalysisType III 24-hr 2-Yr 24 Hr Rainfall=3.20"12 SUMMIT_BHD_POST














Peak Elev=290.73' Storage=723 cf Inflow=0.56 cfs 1,775 cfPond PSIS-1: Proposed Subsurface Infiltration Outflow=0.05 cfs 1,772 cf

Peak Elev=294.31' Storage=89 cf Inflow=0.14 cfs 472 cfPond PSIS-2: Proposed Subsurface Infiltration Outflow=0.04 cfs 472 cf










* 3,227 98 Proposed Roof Area* 734 98 Proposed Driveway/Walkway






Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.0130.0130.0120.0110.011

0.010.01

0.0090.0090.0080.0080.0070.0070.0060.0060.0050.0050.0040.0040.0030.0030.0020.0020.0010.0010.000

0


0.01 cfs







2,313 30 Woods, Good, HSG A2,654 31 Weighted Average2,654 100.00% Pervious Area




Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

1

0



Tc=6.0 minCN=31

0.00 cfs







* 1,762 98 Proposed Roof Area30,403 38 Weighted Average28,641 94.20% Pervious Area





Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

1

0



Tc=6.0 minCN=38

0.00 cfs




Runoff = 0.56 cfs @ 12.09 hrs, Volume= 1,775 cf, Depth> 2.17" Routed to Pond PSIS-1 : Proposed Subsurface Infiltration System-1



* 8,472 98 Proposed Driveway/Walkways9,831 90 Weighted Average1,359 13.82% Pervious Area8,472 86.18% Impervious Area




Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.6

0.55

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0


0.56 cfs




Runoff = 0.14 cfs @ 12.10 hrs, Volume= 472 cf, Depth> 0.93" Routed to Pond PSIS-2 : Proposed Subsurface Infiltration System-2


Area (sf) CN Description* 3,464 98 Proposed Driveway/Walkways

2,640 39 >75% Grass cover, Good, HSG A6,104 72 Weighted Average2,640 43.25% Pervious Area3,464 56.75% Impervious Area




Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.15

0.14

0.13

0.12

0.11

0.1

0.09

0.08

0.07

0.06

0.05

0.04

0.03

0.02

0.01

0


0.14 cfs






Area (sf) CN Description* 1,839 98 Proposed Roof Area





Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.14

0.13

0.12

0.11

0.1

0.09

0.08

0.07

0.06

0.05

0.04

0.03

0.02

0.01

0


0.13 cfs






Area (sf) CN Description* 3,084 98 Proposed Roof Area* 1,104 98 Proposed Roof Area

4,188 98 Weighted Average4,188 100.00% Impervious Area




Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.32

0.3

0.28

0.26

0.24

0.22

0.2

0.18

0.16

0.14

0.12

0.1

0.08

0.06

0.04

0.02

0


0.29 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.013

0.012

0.011

0.01

0.009

0.008

0.007

0.006

0.005

0.004

0.003

0.002

0.001

0


0.01 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

1

0


0.00 cfs0.00 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

1

0


0.00 cfs0.00 cfs



Summary for Pond PSIS-1: Proposed Subsurface Infiltration System-1

Inflow Area = 9,831 sf, 86.18% Impervious, Inflow Depth > 2.17" for 2-Yr 24 Hr eventInflow = 0.56 cfs @ 12.09 hrs, Volume= 1,775 cfOutflow = 0.05 cfs @ 13.13 hrs, Volume= 1,772 cf, Atten= 92%, Lag= 62.5 minDiscarded = 0.05 cfs @ 13.13 hrs, Volume= 1,772 cf

Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrsPeak Elev= 290.73' @ 13.13 hrs Surf.Area= 1,858 sf Storage= 723 cf

Plug-Flow detention time= 134.1 min calculated for 1,768 cf (100% of inflow)Center-of-Mass det. time= 132.6 min ( 939.0 - 806.4 )

Volume Invert Avail.Storage Storage Description#1A 290.00' 1,700 cf 34.75'W x 53.46'L x 3.50'H Field A

6,502 cf Overall - 2,251 cf Embedded = 4,251 cf x 40.0% Voids#2A 290.50' 2,251 cf ADS_StormTech SC-740 +Cap x 49 Inside #1

Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cfOverall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap49 Chambers in 7 Rows

3,951 cf Total Available Storage

Storage Group A created with Chamber Wizard

Device Routing Invert Outlet Devices#1 Discarded 290.00' 1.020 in/hr Exfiltration over Wetted area

Discarded OutFlow Max=0.05 cfs @ 13.13 hrs HW=290.73' (Free Discharge)1=Exfiltration (Exfiltration Controls 0.05 cfs)



Pond PSIS-1: Proposed Subsurface Infiltration System-1 - Chamber Wizard Field A

Chamber Model = ADS_StormTech SC-740 +Cap (ADS StormTech® SC-740 with cap length)Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cfOverall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap

51.0" Wide + 6.0" Spacing = 57.0" C-C Row Spacing

7 Chambers/Row x 7.12' Long +0.81' Cap Length x 2 = 51.46' Row Length +12.0" End Stone x 2 = 53.46' Base Length7 Rows x 51.0" Wide + 6.0" Spacing x 6 + 12.0" Side Stone x 2 = 34.75' Base Width6.0" Stone Base + 30.0" Chamber Height + 6.0" Stone Cover = 3.50' Field Height

49 Chambers x 45.9 cf = 2,251.1 cf Chamber Storage

6,501.7 cf Field - 2,251.1 cf Chambers = 4,250.6 cf Stone x 40.0% Voids = 1,700.2 cf Stone Storage

Chamber Storage + Stone Storage = 3,951.3 cf = 0.091 afOverall Storage Efficiency = 60.8%Overall System Size = 53.46' x 34.75' x 3.50'

49 Chambers240.8 cy Field157.4 cy Stone



Pond PSIS-1: Proposed Subsurface Infiltration System-1

InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.6

0.55

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0

Inflow Area=9,831 sfPeak Elev=290.73'Storage=723 cf

0.56 cfs

0.05 cfs




Inflow Area = 6,104 sf, 56.75% Impervious, Inflow Depth > 0.93" for 2-Yr 24 Hr eventInflow = 0.14 cfs @ 12.10 hrs, Volume= 472 cfOutflow = 0.04 cfs @ 12.50 hrs, Volume= 472 cf, Atten= 69%, Lag= 23.6 minDiscarded = 0.04 cfs @ 12.50 hrs, Volume= 472 cf

Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrsPeak Elev= 294.31' @ 12.50 hrs Surf.Area= 730 sf Storage= 89 cf

Plug-Flow detention time= 13.3 min calculated for 471 cf (100% of inflow)Center-of-Mass det. time= 12.5 min ( 880.6 - 868.0 )

Volume Invert Avail.Storage Storage Description#1A 294.00' 728 cf 21.83'W x 33.43'L x 3.50'H Field A

2,555 cf Overall - 735 cf Embedded = 1,820 cf x 40.0% Voids#2A 294.50' 735 cf ADS_StormTech SC-740 +Cap x 16 Inside #1












16 Chambers x 45.9 cf = 735.0 cf Chamber Storage

2,554.6 cf Field - 735.0 cf Chambers = 1,819.6 cf Stone x 40.0% Voids = 727.8 cf Stone Storage






InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.15

0.14

0.13

0.12

0.11

0.1

0.09

0.08

0.07

0.06

0.05

0.04

0.03

0.02

0.01

0


0.14 cfs

0.04 cfs




Inflow Area = 1,839 sf,100.00% Impervious, Inflow Depth > 2.97" for 2-Yr 24 Hr eventInflow = 0.13 cfs @ 12.09 hrs, Volume= 454 cfOutflow = 0.01 cfs @ 13.07 hrs, Volume= 454 cf, Atten= 92%, Lag= 59.1 minDiscarded = 0.01 cfs @ 13.07 hrs, Volume= 454 cf




1,281 cf Overall - 368 cf Embedded = 914 cf x 40.0% Voids#2A 290.50' 368 cf ADS_StormTech SC-740 +Cap x 8 Inside #1


733 cf Total Available Storage











1,281.2 cf Field - 367.5 cf Chambers = 913.7 cf Stone x 40.0% Voids = 365.5 cf Stone Storage

Chamber Storage + Stone Storage = 733.0 cf = 0.017 afOverall Storage Efficiency = 57.2%Overall System Size = 17.86' x 20.50' x 3.50'





InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.14

0.13

0.12

0.11

0.1

0.09

0.08

0.07

0.06

0.05

0.04

0.03

0.02

0.01

0


0.13 cfs

0.01 cfs




Inflow Area = 4,188 sf,100.00% Impervious, Inflow Depth > 2.97" for 2-Yr 24 Hr eventInflow = 0.29 cfs @ 12.09 hrs, Volume= 1,035 cfOutflow = 0.04 cfs @ 12.59 hrs, Volume= 1,034 cf, Atten= 85%, Lag= 30.0 minDiscarded = 0.04 cfs @ 12.59 hrs, Volume= 1,034 cf























InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.32

0.3

0.28

0.26

0.24

0.22

0.2

0.18

0.16

0.14

0.12

0.1

0.08

0.06

0.04

0.02

0


0.29 cfs

0.04 cfs















Peak Elev=291.23' Storage=1,459 cf Inflow=0.92 cfs 3,016 cfPond PSIS-1: Proposed Subsurface Outflow=0.05 cfs 2,559 cf

















Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.210.2

0.19

0.18

0.17

0.160.15

0.14

0.13

0.120.11

0.1

0.09

0.08

0.070.06

0.05

0.04

0.030.02

0.01

0


0.19 cfs











Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0


0.00 cfs












Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.013

0.012

0.011

0.01

0.009

0.008

0.007

0.006

0.005

0.004

0.003

0.002

0.001

0


0.01 cfs











Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

1

0


0.92 cfs











Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.36

0.34

0.32

0.3

0.28

0.26

0.24

0.22

0.2

0.18

0.16

0.14

0.12

0.1

0.08

0.06

0.04

0.02

0


0.33 cfs











Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.210.2

0.19

0.18

0.170.16

0.15

0.140.13

0.12

0.11

0.10.09

0.08

0.07

0.060.05

0.04

0.03

0.020.01

0


0.19 cfs











Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.480.460.440.42

0.40.380.360.340.32

0.30.280.260.240.22

0.20.180.160.140.12

0.10.080.060.040.02

0


0.44 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.210.2

0.19

0.180.170.160.150.140.130.12

0.110.1

0.090.080.070.060.050.04

0.030.020.01

0


0.19 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0


0.00 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.013

0.012

0.011

0.01

0.009

0.008

0.007

0.006

0.005

0.004

0.003

0.002

0.001

0


0.01 cfs





Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrsPeak Elev= 291.23' @ 14.24 hrs Surf.Area= 1,858 sf Storage= 1,459 cf






















InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

1

0

Inflow Area=9,831 sfPeak Elev=291.23'Storage=1,459 cf

0.92 cfs

0.05 cfs



























InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.36

0.34

0.32

0.3

0.28

0.26

0.24

0.22

0.2

0.18

0.16

0.14

0.12

0.1

0.08

0.06

0.04

0.02

0


0.33 cfs

0.05 cfs




Inflow Area = 1,839 sf,100.00% Impervious, Inflow Depth > 4.56" for 10-Yr 24 Hr eventInflow = 0.19 cfs @ 12.09 hrs, Volume= 699 cfOutflow = 0.01 cfs @ 13.85 hrs, Volume= 621 cf, Atten= 94%, Lag= 105.6 minDiscarded = 0.01 cfs @ 13.85 hrs, Volume= 621 cf























InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.210.2

0.190.180.17

0.160.150.140.130.120.11

0.10.090.080.070.06

0.050.040.030.020.01

0


0.19 cfs

0.01 cfs



























InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.480.460.440.42

0.40.380.360.340.32

0.30.280.260.240.22

0.20.180.160.140.12

0.10.080.060.040.02

0


0.44 cfs

0.05 cfs

















Peak Elev=293.35' Storage=711 cf Inflow=0.36 cfs 1,311 cfPond PSIS-3: Proposed Subsurface Infiltration Outflow=0.01 cfs 841 cf















Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

1

0


1.44 cfs











Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.02

0.019

0.018

0.017

0.016

0.015

0.014

0.013

0.012

0.011

0.01

0.009

0.008

0.007

0.006

0.005

0.004

0.003

0.002

0.001

0


0.02 cfs












Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.85

0.8

0.75

0.7

0.65

0.6

0.55

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0


0.80 cfs











Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

2

1

0


1.82 cfs











Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.95

0.9

0.85

0.8

0.75

0.7

0.65

0.6

0.55

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0


0.87 cfs











Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.38

0.36

0.34

0.32

0.3

0.28

0.26

0.24

0.22

0.2

0.18

0.16

0.14

0.12

0.1

0.08

0.06

0.04

0.02

0


0.36 cfs











Runoff

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.9

0.85

0.8

0.75

0.7

0.65

0.6

0.55

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0


0.81 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

1

0


1.44 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.02

0.019

0.018

0.017

0.016

0.015

0.014

0.013

0.012

0.011

0.01

0.009

0.008

0.007

0.006

0.005

0.004

0.003

0.002

0.001

0


0.02 cfs







InflowOutflow

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.85

0.8

0.75

0.7

0.65

0.6

0.55

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0


0.80 cfs





Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrsPeak Elev= 293.20' @ 15.83 hrs Surf.Area= 1,858 sf Storage= 3,730 cf






















InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

2

1

0


1.82 cfs

0.06 cfs





Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrsPeak Elev= 296.83' @ 13.85 hrs Surf.Area= 730 sf Storage= 1,264 cf

Plug-Flow detention time= 227.6 min calculated for 2,577 cf (94% of inflow)Center-of-Mass det. time= 195.8 min ( 1,011.8 - 816.0 )





















InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.95

0.9

0.85

0.8

0.75

0.7

0.65

0.6

0.55

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0


0.87 cfs

0.06 cfs




Inflow Area = 1,839 sf,100.00% Impervious, Inflow Depth > 8.55" for 100-Yr 24 Hr eventInflow = 0.36 cfs @ 12.09 hrs, Volume= 1,311 cfOutflow = 0.01 cfs @ 14.94 hrs, Volume= 841 cf, Atten= 96%, Lag= 171.0 minDiscarded = 0.01 cfs @ 14.94 hrs, Volume= 841 cf























InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.38

0.36

0.34

0.32

0.3

0.28

0.26

0.24

0.22

0.2

0.18

0.16

0.14

0.12

0.1

0.08

0.06

0.04

0.02

0


0.36 cfs

0.01 cfs





Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrsPeak Elev= 297.26' @ 13.18 hrs Surf.Area= 653 sf Storage= 1,239 cf






















InflowDiscarded

Hydrograph

Time (hours)2423222120191817161514131211109876543210

Flo

w (

cfs)

0.9

0.85

0.8

0.75

0.7

0.65

0.6

0.55

0.5

0.45

0.4

0.35

0.3

0.25

0.2

0.15

0.1

0.05

0


0.81 cfs

0.06 cfs

APPENDIX

AutoCAD SHX Text

SUMMIT ROAD

AutoCAD SHX Text

2 STORY STUCCO

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NO. 12

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50.2'

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80.6'

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64.4'

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111.5'

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LOT B

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76,070%%PS.F.

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30'SETBACK LINE

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15'SETBACK LINE

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15'SETBACK LINE

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20'SETBACK LINE

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15'SETBACK LINE

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BRIDLE PATH

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15'SETBACK LINE

AutoCAD SHX Text

QUINT. 7"TREE

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QUINT. 7"TREE

AutoCAD SHX Text

7"+8"HEM

AutoCAD SHX Text

16"HEM

AutoCAD SHX Text

7"HEM

AutoCAD SHX Text

6"+8"HEM

AutoCAD SHX Text

9"HEM

AutoCAD SHX Text

8"+8"HEM

AutoCAD SHX Text

12"HEM

AutoCAD SHX Text

30"OAK

AutoCAD SHX Text

21"OAK

AutoCAD SHX Text

12"OAK

AutoCAD SHX Text

18"OAK

AutoCAD SHX Text

12"MAPLE

AutoCAD SHX Text

15"OAK

AutoCAD SHX Text

10''MAPLE

AutoCAD SHX Text

12''OAK

AutoCAD SHX Text

16''OAK

AutoCAD SHX Text

13''OAK

AutoCAD SHX Text

16''OAK

AutoCAD SHX Text

8''MAPLE

AutoCAD SHX Text

8''OAK

AutoCAD SHX Text

14''OAK

AutoCAD SHX Text

10''MAPLE

AutoCAD SHX Text

15''OAK

AutoCAD SHX Text

13''OAK

AutoCAD SHX Text

24''OAK

AutoCAD SHX Text

16''OAK

AutoCAD SHX Text

15''+22''OAK

AutoCAD SHX Text

16"MAPLE

AutoCAD SHX Text

13"+13"OAK

AutoCAD SHX Text

11"MAPLE

AutoCAD SHX Text

9''OAK

AutoCAD SHX Text

13''MAPLE

AutoCAD SHX Text

9''OAK

AutoCAD SHX Text

9''+12''OAK

AutoCAD SHX Text

21''MAPLE

AutoCAD SHX Text

8''OAK

AutoCAD SHX Text

10''OAK

AutoCAD SHX Text

10''OAK

AutoCAD SHX Text

14''OAK

AutoCAD SHX Text

6"+6"+9"HEM

AutoCAD SHX Text

7''HEM

AutoCAD SHX Text

7''HEM

AutoCAD SHX Text

9"HEM

AutoCAD SHX Text

8''+9''HEM

AutoCAD SHX Text

7''+8''HEM

AutoCAD SHX Text

9''+9''HEM

AutoCAD SHX Text

QUAD.8''HEM

AutoCAD SHX Text

9''HEM

AutoCAD SHX Text

S

AutoCAD SHX Text

SMH

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RIM=291.74(BENCH)

AutoCAD SHX Text

SMH

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

SMH

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RIM=296.34

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BIT. BERM

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BIT. BERM

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UP

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UP

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5''+6"HEM

AutoCAD SHX Text

9"HEM

AutoCAD SHX Text

9"HEM

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

15''OAK

AutoCAD SHX Text

13''OAK

AutoCAD SHX Text

10''MAPLE

AutoCAD SHX Text

12''OAK

AutoCAD SHX Text

9"OAK

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CHAIN LINK FENCE

AutoCAD SHX Text

12''OAK

AutoCAD SHX Text

20''FIR

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16''OAK

AutoCAD SHX Text

16''OAK

AutoCAD SHX Text

22''MAPLE(DEAD)

AutoCAD SHX Text

7''+8''MAPLE

AutoCAD SHX Text

13''OAK

AutoCAD SHX Text

10''MAPLE

AutoCAD SHX Text

13"MAPLE

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7"+9"MAPLE

AutoCAD SHX Text

8"CEDAR

AutoCAD SHX Text

10"MAPLE

AutoCAD SHX Text

15"MAPLE

AutoCAD SHX Text

8"CEDAR

AutoCAD SHX Text

14"CEDAR

AutoCAD SHX Text

26"SYCAMORE

AutoCAD SHX Text

TP

AutoCAD SHX Text

8"HEM

AutoCAD SHX Text

8"HEM

AutoCAD SHX Text

6"+6"+8"HEM

AutoCAD SHX Text

8"SPRUCE

AutoCAD SHX Text

10"HEM

AutoCAD SHX Text

13"HEM

AutoCAD SHX Text

8"HEM

AutoCAD SHX Text

8"HEM

AutoCAD SHX Text

12"HEM

AutoCAD SHX Text

10"HEM

AutoCAD SHX Text

7"+8"HEM

AutoCAD SHX Text

8"PINE

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10"PINE

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8"PINE

AutoCAD SHX Text

TP

AutoCAD SHX Text

7"CEDAR

AutoCAD SHX Text

LIGHT

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POST

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36"TREE

AutoCAD SHX Text

TP

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CONC. WALK

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28"SPRUCE

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7"+8"TREE

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32"OAK

AutoCAD SHX Text

6"+6"HEM

AutoCAD SHX Text

PATIO

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PATIO

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PATIO

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CE

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GAS

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9"CEDAR

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10"MAPLE

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LEDGE

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BIT. CONC. DRIVEWAY

AutoCAD SHX Text

BIT. CONC. DRIVEWAY

AutoCAD SHX Text

BIT. CONC. DRIVEWAY

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

RIM=290.67

AutoCAD SHX Text

BIT. CONC. DRIVEWAY

AutoCAD SHX Text

S

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S

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S

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S

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S

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S

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S

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S

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S

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S

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8"SEWER

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INV.=284.97

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INV.=283.32

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8"SEWER

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BATH

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BIRD

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SBDH

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SBDH

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SBDH

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UNDER-

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GROUND

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SHED

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W

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W

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W

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W

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W

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W

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6"WATER

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W

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W

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G

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G

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G

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G

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G

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G

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2"GAS

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OHW

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OHW

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OHW

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OHW

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OHW

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SCALE: 1"= 40'

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LOCATED IN

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PREPARED FOR

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0

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(MIDDLESEX COUNTY)

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DRAINAGE PLAN

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40

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20

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80

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20

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PRE-DEVELOPMENT

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%%ULEGEND:

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SC1

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631C

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DP1

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HSG

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OVERLAND FLOW DIRECTION

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SUBCATCHMENT DIVIDE

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SUBCATCHMENT

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DESIGN POINT

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SOIL TYPE

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HYDROLOGIC SOIL GROUP

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12 SUMMIT ROAD

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12 SUMMIT ROAD, LLC.

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SC1

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DP1

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631C

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HSG A

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SC2

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SC3

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DP2

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DP3

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SUMMIT ROAD

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0.00

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1

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LOTCOR

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0.00

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2

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LOTCOR

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0.00

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3

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LOTCOR

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0.00

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4

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LOTCOR

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0.00

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5

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LOTCOR

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0.00

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6

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PC

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0.00

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7

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PC

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0.00

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9

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LOTCOR

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0.00

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10

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LOTCOR

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0.00

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11

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LOTCOR

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0.00

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13

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LOTCOR

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0.00

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14

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LOTCOR

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0.00

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15

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LOTCOR

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0.00

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16

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PC

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0.00

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17

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RP

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0.00

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18

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PT

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0.00

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19

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PC

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0.00

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24

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IP

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0.00

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25

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SBCTR

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0.00

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26

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SBDH

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0.00

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35

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SBCTR

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0.00

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41

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RECSB

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0.00

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42

AutoCAD SHX Text

SBCTR

AutoCAD SHX Text

0.00

AutoCAD SHX Text

43

AutoCAD SHX Text

BLDCOR

AutoCAD SHX Text

0.00

AutoCAD SHX Text

44

AutoCAD SHX Text

BLDCOR

AutoCAD SHX Text

0.00

AutoCAD SHX Text

45

AutoCAD SHX Text

BLDCOR

AutoCAD SHX Text

0.00

AutoCAD SHX Text

46

AutoCAD SHX Text

BLDCOR

AutoCAD SHX Text

0.00

AutoCAD SHX Text

47

AutoCAD SHX Text

BLDCOR

AutoCAD SHX Text

S01°48'16"W

AutoCAD SHX Text

87.53'

AutoCAD SHX Text

83.66'

AutoCAD SHX Text

S05°25'12"W

AutoCAD SHX Text

S05°25'12"W

AutoCAD SHX Text

137.23'

AutoCAD SHX Text

R=158.91'

AutoCAD SHX Text

L=64.41'

AutoCAD SHX Text

209.48'

AutoCAD SHX Text

S85°25'04"E

AutoCAD SHX Text

149.02'

AutoCAD SHX Text

N76°17'42"E

AutoCAD SHX Text

64.75'

AutoCAD SHX Text

S80°27'24"E

AutoCAD SHX Text

S21°02'49"W

AutoCAD SHX Text

25.93'

AutoCAD SHX Text

102.50'

AutoCAD SHX Text

S15°23'46"E

AutoCAD SHX Text

48.14'

AutoCAD SHX Text

S78°04'05"E

AutoCAD SHX Text

132.07'

AutoCAD SHX Text

N57°46'32"E

AutoCAD SHX Text

132.00'

AutoCAD SHX Text

S15°57'00"W

AutoCAD SHX Text

R=189.80'

AutoCAD SHX Text

L=31.86'

AutoCAD SHX Text

L=26.04'

AutoCAD SHX Text

R=27.50'

AutoCAD SHX Text

2 STORY STUCCO

AutoCAD SHX Text

NO. 12

AutoCAD SHX Text

50.2'

AutoCAD SHX Text

80.6'

AutoCAD SHX Text

64.4'

AutoCAD SHX Text

111.5'

AutoCAD SHX Text

30'SETBACK LINE

AutoCAD SHX Text

15'SETBACK LINE

AutoCAD SHX Text

15'SETBACK LINE

AutoCAD SHX Text

20'SETBACK LINE

AutoCAD SHX Text

15'SETBACK LINE

AutoCAD SHX Text

BRIDLE PATH

AutoCAD SHX Text

15'SETBACK LINE

AutoCAD SHX Text

302.1

AutoCAD SHX Text

1000

AutoCAD SHX Text

NL

AutoCAD SHX Text

299.2

AutoCAD SHX Text

1001

AutoCAD SHX Text

TPIT

AutoCAD SHX Text

299.5

AutoCAD SHX Text

1002

AutoCAD SHX Text

TPIT

AutoCAD SHX Text

301.6

AutoCAD SHX Text

1003

AutoCAD SHX Text

8HEM

AutoCAD SHX Text

300.8

AutoCAD SHX Text

1004

AutoCAD SHX Text

8HEM

AutoCAD SHX Text

300.9

AutoCAD SHX Text

1005

AutoCAD SHX Text

668HEM

AutoCAD SHX Text

299.9

AutoCAD SHX Text

1006

AutoCAD SHX Text

10HEM

AutoCAD SHX Text

299.7

AutoCAD SHX Text

1007

AutoCAD SHX Text

8SPR

AutoCAD SHX Text

299.6

AutoCAD SHX Text

1008

AutoCAD SHX Text

13HEM

AutoCAD SHX Text

299.2

AutoCAD SHX Text

1009

AutoCAD SHX Text

8HEM

AutoCAD SHX Text

298.3

AutoCAD SHX Text

1010

AutoCAD SHX Text

10HEM

AutoCAD SHX Text

298.4

AutoCAD SHX Text

1011

AutoCAD SHX Text

12HEM

AutoCAD SHX Text

298.4

AutoCAD SHX Text

1012

AutoCAD SHX Text

8HEM

AutoCAD SHX Text

298.2

AutoCAD SHX Text

1013

AutoCAD SHX Text

78HEM

AutoCAD SHX Text

297.9

AutoCAD SHX Text

1014

AutoCAD SHX Text

8P

AutoCAD SHX Text

298.3

AutoCAD SHX Text

1015

AutoCAD SHX Text

10P

AutoCAD SHX Text

297.9

AutoCAD SHX Text

1016

AutoCAD SHX Text

8P

AutoCAD SHX Text

296.9

AutoCAD SHX Text

1017

AutoCAD SHX Text

EP

AutoCAD SHX Text

298.9

AutoCAD SHX Text

1018

AutoCAD SHX Text

COR

AutoCAD SHX Text

299.1

AutoCAD SHX Text

1019

AutoCAD SHX Text

COR

AutoCAD SHX Text

300.8

AutoCAD SHX Text

1020

AutoCAD SHX Text

GR

AutoCAD SHX Text

301.5

AutoCAD SHX Text

1021

AutoCAD SHX Text

SRW2.2

AutoCAD SHX Text

301.7

AutoCAD SHX Text

1022

AutoCAD SHX Text

COR2.2

AutoCAD SHX Text

301.6

AutoCAD SHX Text

1023

AutoCAD SHX Text

26SYC

AutoCAD SHX Text

301.6

AutoCAD SHX Text

1024

AutoCAD SHX Text

PCSRW2

AutoCAD SHX Text

301.8

AutoCAD SHX Text

1025

AutoCAD SHX Text

POC

AutoCAD SHX Text

302.0

AutoCAD SHX Text

1026

AutoCAD SHX Text

OR1.5

AutoCAD SHX Text

303.9

AutoCAD SHX Text

1027

AutoCAD SHX Text

END0

AutoCAD SHX Text

303.7

AutoCAD SHX Text

1028

AutoCAD SHX Text

SRW0

AutoCAD SHX Text

302.0

AutoCAD SHX Text

1029

AutoCAD SHX Text

COR1.5

AutoCAD SHX Text

301.8

AutoCAD SHX Text

1030

AutoCAD SHX Text

POC

AutoCAD SHX Text

301.6

AutoCAD SHX Text

1031

AutoCAD SHX Text

COR1

AutoCAD SHX Text

301.2

AutoCAD SHX Text

1032

AutoCAD SHX Text

ENDATIP

AutoCAD SHX Text

301.6

AutoCAD SHX Text

1033

AutoCAD SHX Text

GR

AutoCAD SHX Text

301.6

AutoCAD SHX Text

1034

AutoCAD SHX Text

8CED

AutoCAD SHX Text

304.2

AutoCAD SHX Text

1035

AutoCAD SHX Text

14CED

AutoCAD SHX Text

305.0

AutoCAD SHX Text

1036

AutoCAD SHX Text

GR

AutoCAD SHX Text

305.4

AutoCAD SHX Text

1037

AutoCAD SHX Text

GR

AutoCAD SHX Text

308.5

AutoCAD SHX Text

1038

AutoCAD SHX Text

TS

AutoCAD SHX Text

310.5

AutoCAD SHX Text

1039

AutoCAD SHX Text

TS

AutoCAD SHX Text

311.5

AutoCAD SHX Text

1040

AutoCAD SHX Text

TS

AutoCAD SHX Text

311.2

AutoCAD SHX Text

1041

AutoCAD SHX Text

TS

AutoCAD SHX Text

310.9

AutoCAD SHX Text

1042

AutoCAD SHX Text

TS

AutoCAD SHX Text

310.4

AutoCAD SHX Text

1043

AutoCAD SHX Text

9CED

AutoCAD SHX Text

308.8

AutoCAD SHX Text

1044

AutoCAD SHX Text

11M

AutoCAD SHX Text

309.6

AutoCAD SHX Text

1045

AutoCAD SHX Text

CNCWL1.5W

AutoCAD SHX Text

310.1

AutoCAD SHX Text

1046

AutoCAD SHX Text

CORPC

AutoCAD SHX Text

310.0

AutoCAD SHX Text

1047

AutoCAD SHX Text

POC

AutoCAD SHX Text

310.3

AutoCAD SHX Text

1048

AutoCAD SHX Text

PTCOR

AutoCAD SHX Text

310.4

AutoCAD SHX Text

1049

AutoCAD SHX Text

CLBRK4

AutoCAD SHX Text

310.5

AutoCAD SHX Text

1050

AutoCAD SHX Text

POC1.2

AutoCAD SHX Text

310.4

AutoCAD SHX Text

1051

AutoCAD SHX Text

PTCOR1.2

AutoCAD SHX Text

310.0

AutoCAD SHX Text

1052

AutoCAD SHX Text

ENDWL

AutoCAD SHX Text

307.4

AutoCAD SHX Text

1053

AutoCAD SHX Text

CLF

AutoCAD SHX Text

309.7

AutoCAD SHX Text

1054

AutoCAD SHX Text

CLF

AutoCAD SHX Text

301.8

AutoCAD SHX Text

1055

AutoCAD SHX Text

COR

AutoCAD SHX Text

292.6

AutoCAD SHX Text

1056

AutoCAD SHX Text

ANGCLF

AutoCAD SHX Text

283.1

AutoCAD SHX Text

1057

AutoCAD SHX Text

ANGCLF

AutoCAD SHX Text

278.1

AutoCAD SHX Text

1058

AutoCAD SHX Text

12O

AutoCAD SHX Text

279.4

AutoCAD SHX Text

1059

AutoCAD SHX Text

13O

AutoCAD SHX Text

283.5

AutoCAD SHX Text

1060

AutoCAD SHX Text

10M

AutoCAD SHX Text

274.4

AutoCAD SHX Text

1061

AutoCAD SHX Text

15O

AutoCAD SHX Text

262.4

AutoCAD SHX Text

1062

AutoCAD SHX Text

15O

AutoCAD SHX Text

263.0

AutoCAD SHX Text

1063

AutoCAD SHX Text

12M

AutoCAD SHX Text

273.7

AutoCAD SHX Text

1064

AutoCAD SHX Text

18M

AutoCAD SHX Text

267.8

AutoCAD SHX Text

1065

AutoCAD SHX Text

30O

AutoCAD SHX Text

274.4

AutoCAD SHX Text

1066

AutoCAD SHX Text

21O

AutoCAD SHX Text

279.3

AutoCAD SHX Text

1067

AutoCAD SHX Text

12M

AutoCAD SHX Text

272.8

AutoCAD SHX Text

1068

AutoCAD SHX Text

12O

AutoCAD SHX Text

283.3

AutoCAD SHX Text

1069

AutoCAD SHX Text

10M

AutoCAD SHX Text

279.3

AutoCAD SHX Text

1070

AutoCAD SHX Text

16O

AutoCAD SHX Text

279.6

AutoCAD SHX Text

1071

AutoCAD SHX Text

16O

AutoCAD SHX Text

281.5

AutoCAD SHX Text

1072

AutoCAD SHX Text

8M

AutoCAD SHX Text

275.3

AutoCAD SHX Text

1073

AutoCAD SHX Text

GR

AutoCAD SHX Text

273.5

AutoCAD SHX Text

1074

AutoCAD SHX Text

BS

AutoCAD SHX Text

269.2

AutoCAD SHX Text

1075

AutoCAD SHX Text

14OBS

AutoCAD SHX Text

270.0

AutoCAD SHX Text

1076

AutoCAD SHX Text

10M

AutoCAD SHX Text

262.0

AutoCAD SHX Text

1077

AutoCAD SHX Text

GR

AutoCAD SHX Text

277.6

AutoCAD SHX Text

1078

AutoCAD SHX Text

16O

AutoCAD SHX Text

278.1

AutoCAD SHX Text

1079

AutoCAD SHX Text

24O

AutoCAD SHX Text

287.1

AutoCAD SHX Text

1080

AutoCAD SHX Text

1522O

AutoCAD SHX Text

279.2

AutoCAD SHX Text

1081

AutoCAD SHX Text

15O

AutoCAD SHX Text

278.5

AutoCAD SHX Text

1082

AutoCAD SHX Text

13O

AutoCAD SHX Text

302.1

AutoCAD SHX Text

1083

AutoCAD SHX Text

OUTFCECRW0

AutoCAD SHX Text

298.1

AutoCAD SHX Text

1084

AutoCAD SHX Text

POC3.8

AutoCAD SHX Text

294.9

AutoCAD SHX Text

1085

AutoCAD SHX Text

POC7.2

AutoCAD SHX Text

298.1

AutoCAD SHX Text

1086

AutoCAD SHX Text

PTCOR3.8

AutoCAD SHX Text

297.6

AutoCAD SHX Text

1087

AutoCAD SHX Text

12O

AutoCAD SHX Text

300.8

AutoCAD SHX Text

1088

AutoCAD SHX Text

CRW1

AutoCAD SHX Text

298.1

AutoCAD SHX Text

1089

AutoCAD SHX Text

TS

AutoCAD SHX Text

298.4

AutoCAD SHX Text

1090

AutoCAD SHX Text

TS

AutoCAD SHX Text

298.7

AutoCAD SHX Text

1091

AutoCAD SHX Text

ENDCRW

AutoCAD SHX Text

296.5

AutoCAD SHX Text

1092

AutoCAD SHX Text

TS78M

AutoCAD SHX Text

294.7

AutoCAD SHX Text

1093

AutoCAD SHX Text

16O

AutoCAD SHX Text

287.4

AutoCAD SHX Text

1094

AutoCAD SHX Text

8O

AutoCAD SHX Text

285.3

AutoCAD SHX Text

1095

AutoCAD SHX Text

GR

AutoCAD SHX Text

299.1

AutoCAD SHX Text

1096

AutoCAD SHX Text

INCRW

AutoCAD SHX Text

298.6

AutoCAD SHX Text

1097

AutoCAD SHX Text

CORPC

AutoCAD SHX Text

298.6

AutoCAD SHX Text

1098

AutoCAD SHX Text

POC

AutoCAD SHX Text

298.4

AutoCAD SHX Text

1099

AutoCAD SHX Text

POC

AutoCAD SHX Text

298.6

AutoCAD SHX Text

1100

AutoCAD SHX Text

PTCOR

AutoCAD SHX Text

298.6

AutoCAD SHX Text

1101

AutoCAD SHX Text

COR

AutoCAD SHX Text

299.2

AutoCAD SHX Text

1102

AutoCAD SHX Text

ENDWL

AutoCAD SHX Text

300.2

AutoCAD SHX Text

1103

AutoCAD SHX Text

PCCRW

AutoCAD SHX Text

300.9

AutoCAD SHX Text

1104

AutoCAD SHX Text

POCBRK4

AutoCAD SHX Text

300.4

AutoCAD SHX Text

1105

AutoCAD SHX Text

PTEND

AutoCAD SHX Text

301.5

AutoCAD SHX Text

1106

AutoCAD SHX Text

8CED

AutoCAD SHX Text

300.9

AutoCAD SHX Text

1107

AutoCAD SHX Text

14M

AutoCAD SHX Text

299.8

AutoCAD SHX Text

1108

AutoCAD SHX Text

8CED

AutoCAD SHX Text

298.9

AutoCAD SHX Text

1109

AutoCAD SHX Text

79M

AutoCAD SHX Text

295.9

AutoCAD SHX Text

1110

AutoCAD SHX Text

22MDEAD

AutoCAD SHX Text

295.7

AutoCAD SHX Text

1111

AutoCAD SHX Text

GR

AutoCAD SHX Text

291.8

AutoCAD SHX Text

1112

AutoCAD SHX Text

GR

AutoCAD SHX Text

287.4

AutoCAD SHX Text

1113

AutoCAD SHX Text

13O

AutoCAD SHX Text

289.4

AutoCAD SHX Text

1114

AutoCAD SHX Text

16O

AutoCAD SHX Text

293.7

AutoCAD SHX Text

1115

AutoCAD SHX Text

13O

AutoCAD SHX Text

300.4

AutoCAD SHX Text

1116

AutoCAD SHX Text

10M

AutoCAD SHX Text

302.4

AutoCAD SHX Text

1117

AutoCAD SHX Text

13M

AutoCAD SHX Text

304.8

AutoCAD SHX Text

1118

AutoCAD SHX Text

GR

AutoCAD SHX Text

307.1

AutoCAD SHX Text

1119

AutoCAD SHX Text

10M

AutoCAD SHX Text

308.9

AutoCAD SHX Text

1120

AutoCAD SHX Text

GR

AutoCAD SHX Text

306.5

AutoCAD SHX Text

1121

AutoCAD SHX Text

GR

AutoCAD SHX Text

309.1

AutoCAD SHX Text

1122

AutoCAD SHX Text

10M

AutoCAD SHX Text

299.8

AutoCAD SHX Text

1123

AutoCAD SHX Text

9O

AutoCAD SHX Text

300.8

AutoCAD SHX Text

1124

AutoCAD SHX Text

15M

AutoCAD SHX Text

298.4

AutoCAD SHX Text

1125

AutoCAD SHX Text

GR

AutoCAD SHX Text

296.2

AutoCAD SHX Text

1126

AutoCAD SHX Text

GR

AutoCAD SHX Text

298.1

AutoCAD SHX Text

1127

AutoCAD SHX Text

GR

AutoCAD SHX Text

297.6

AutoCAD SHX Text

1128

AutoCAD SHX Text

GR

AutoCAD SHX Text

299.0

AutoCAD SHX Text

1129

AutoCAD SHX Text

20FIR

AutoCAD SHX Text

299.4

AutoCAD SHX Text

1130

AutoCAD SHX Text

BS

AutoCAD SHX Text

299.5

AutoCAD SHX Text

1131

AutoCAD SHX Text

BS

AutoCAD SHX Text

299.8

AutoCAD SHX Text

1132

AutoCAD SHX Text

BSCOR2X2PST

AutoCAD SHX Text

299.9

AutoCAD SHX Text

1133

AutoCAD SHX Text

COR2X2PST

AutoCAD SHX Text

301.9

AutoCAD SHX Text

1134

AutoCAD SHX Text

CORCRW3

AutoCAD SHX Text

302.0

AutoCAD SHX Text

1135

AutoCAD SHX Text

CORCRW3

AutoCAD SHX Text

301.7

AutoCAD SHX Text

1136

AutoCAD SHX Text

CRW.6

AutoCAD SHX Text

301.3

AutoCAD SHX Text

1137

AutoCAD SHX Text

END1

AutoCAD SHX Text

301.4

AutoCAD SHX Text

1138

AutoCAD SHX Text

TS

AutoCAD SHX Text

301.6

AutoCAD SHX Text

1139

AutoCAD SHX Text

TS7CED

AutoCAD SHX Text

299.4

AutoCAD SHX Text

1140

AutoCAD SHX Text

GR

AutoCAD SHX Text

299.5

AutoCAD SHX Text

1141

AutoCAD SHX Text

GR

AutoCAD SHX Text

299.4

AutoCAD SHX Text

1142

AutoCAD SHX Text

GR

AutoCAD SHX Text

298.4

AutoCAD SHX Text

1143

AutoCAD SHX Text

CRW.6

AutoCAD SHX Text

298.6

AutoCAD SHX Text

1144

AutoCAD SHX Text

END.6

AutoCAD SHX Text

299.4

AutoCAD SHX Text

1145

AutoCAD SHX Text

GAS

AutoCAD SHX Text

299.6

AutoCAD SHX Text

1146

AutoCAD SHX Text

GAS

AutoCAD SHX Text

299.6

AutoCAD SHX Text

1147

AutoCAD SHX Text

CRW2.3

AutoCAD SHX Text

299.2

AutoCAD SHX Text

1148

AutoCAD SHX Text

COR2.7

AutoCAD SHX Text

299.6

AutoCAD SHX Text

1149

AutoCAD SHX Text

END2.4

AutoCAD SHX Text

304.9

AutoCAD SHX Text

1150

AutoCAD SHX Text

PAT

AutoCAD SHX Text

302.5

AutoCAD SHX Text

1151

AutoCAD SHX Text

CRW2.1

AutoCAD SHX Text

302.5

AutoCAD SHX Text

1152

AutoCAD SHX Text

COR

AutoCAD SHX Text

303.7

AutoCAD SHX Text

1153

AutoCAD SHX Text

CRW1

AutoCAD SHX Text

304.4

AutoCAD SHX Text

1154

AutoCAD SHX Text

END.5

AutoCAD SHX Text

305.3

AutoCAD SHX Text

1155

AutoCAD SHX Text

GR

AutoCAD SHX Text

305.1

AutoCAD SHX Text

1156

AutoCAD SHX Text

CORLDG

AutoCAD SHX Text

305.8

AutoCAD SHX Text

1157

AutoCAD SHX Text

CORLDG

AutoCAD SHX Text

307.1

AutoCAD SHX Text

1158

AutoCAD SHX Text

CORLDG

AutoCAD SHX Text

306.4

AutoCAD SHX Text

1159

AutoCAD SHX Text

CORLDG

AutoCAD SHX Text

302.4

AutoCAD SHX Text

1160

AutoCAD SHX Text

CORLDG

AutoCAD SHX Text

301.9

AutoCAD SHX Text

1161

AutoCAD SHX Text

CORLDG

AutoCAD SHX Text

301.6

AutoCAD SHX Text

1162

AutoCAD SHX Text

CORLDG

AutoCAD SHX Text

305.1

AutoCAD SHX Text

1163

AutoCAD SHX Text

CORLDG

AutoCAD SHX Text

304.4

AutoCAD SHX Text

1164

AutoCAD SHX Text

CORLDGSRW.6

AutoCAD SHX Text

304.0

AutoCAD SHX Text

1165

AutoCAD SHX Text

SRW.8

AutoCAD SHX Text

302.3

AutoCAD SHX Text

1166

AutoCAD SHX Text

SRW.8

AutoCAD SHX Text

300.4

AutoCAD SHX Text

1167

AutoCAD SHX Text

ENDSRW

AutoCAD SHX Text

304.7

AutoCAD SHX Text

1168

AutoCAD SHX Text

ONLDG

AutoCAD SHX Text

306.3

AutoCAD SHX Text

1169

AutoCAD SHX Text

ONLDG

AutoCAD SHX Text

306.9

AutoCAD SHX Text

1170

AutoCAD SHX Text

ONLDG

AutoCAD SHX Text

306.6

AutoCAD SHX Text

1171

AutoCAD SHX Text

ONLDG

AutoCAD SHX Text

305.4

AutoCAD SHX Text

1172

AutoCAD SHX Text

JOG3

AutoCAD SHX Text

305.8

AutoCAD SHX Text

1173

AutoCAD SHX Text

JOG4

AutoCAD SHX Text

306.9

AutoCAD SHX Text

1174

AutoCAD SHX Text

GR

AutoCAD SHX Text

304.7

AutoCAD SHX Text

1175

AutoCAD SHX Text

OUTFCCRW2

AutoCAD SHX Text

306.8

AutoCAD SHX Text

1176

AutoCAD SHX Text

OUTFCCRW2

AutoCAD SHX Text

307.1

AutoCAD SHX Text

1177

AutoCAD SHX Text

ENDWL

AutoCAD SHX Text

307.3

AutoCAD SHX Text

1178

AutoCAD SHX Text

CRW.5

AutoCAD SHX Text

307.6

AutoCAD SHX Text

1179

AutoCAD SHX Text

CRW0

AutoCAD SHX Text

306.4

AutoCAD SHX Text

1180

AutoCAD SHX Text

INTSRW1

AutoCAD SHX Text

305.8

AutoCAD SHX Text

1181

AutoCAD SHX Text

ENDSRW.7

AutoCAD SHX Text

308.2

AutoCAD SHX Text

1182

AutoCAD SHX Text

CRW0

AutoCAD SHX Text

307.9

AutoCAD SHX Text

1183

AutoCAD SHX Text

COR.6

AutoCAD SHX Text

308.0

AutoCAD SHX Text

1184

AutoCAD SHX Text

COR.6

AutoCAD SHX Text

309.4

AutoCAD SHX Text

1185

AutoCAD SHX Text

END0

AutoCAD SHX Text

309.6

AutoCAD SHX Text

1186

AutoCAD SHX Text

28SPR

AutoCAD SHX Text

307.9

AutoCAD SHX Text

1187

AutoCAD SHX Text

END0

AutoCAD SHX Text

306.4

AutoCAD SHX Text

1188

AutoCAD SHX Text

CRW.5

AutoCAD SHX Text

306.7

AutoCAD SHX Text

1189

AutoCAD SHX Text

END.5

AutoCAD SHX Text

308.6

AutoCAD SHX Text

1190

AutoCAD SHX Text

CRW0

AutoCAD SHX Text

306.5

AutoCAD SHX Text

1191

AutoCAD SHX Text

PC1.7

AutoCAD SHX Text

306.2

AutoCAD SHX Text

1192

AutoCAD SHX Text

POC2

AutoCAD SHX Text

306.2

AutoCAD SHX Text

1193

AutoCAD SHX Text

PTINT2.00.7

AutoCAD SHX Text

307.8

AutoCAD SHX Text

1194

AutoCAD SHX Text

78TREE

AutoCAD SHX Text

308.8

AutoCAD SHX Text

1195

AutoCAD SHX Text

PCSRW1

AutoCAD SHX Text

308.6

AutoCAD SHX Text

1196

AutoCAD SHX Text

POC1.2

AutoCAD SHX Text

308.5

AutoCAD SHX Text

1197

AutoCAD SHX Text

PRCINT1.2

AutoCAD SHX Text

307.0

AutoCAD SHX Text

1198

AutoCAD SHX Text

INT

AutoCAD SHX Text

307.0

AutoCAD SHX Text

1199

AutoCAD SHX Text

POC1.5

AutoCAD SHX Text

307.6

AutoCAD SHX Text

1200

AutoCAD SHX Text

PTEND1

AutoCAD SHX Text

306.2

AutoCAD SHX Text

1201

AutoCAD SHX Text

PCEND1

AutoCAD SHX Text

305.9

AutoCAD SHX Text

1202

AutoCAD SHX Text

POC

AutoCAD SHX Text

305.9

AutoCAD SHX Text

1203

AutoCAD SHX Text

PTCOR

AutoCAD SHX Text

306.2

AutoCAD SHX Text

1204

AutoCAD SHX Text

INT.9

AutoCAD SHX Text

305.3

AutoCAD SHX Text

1205

AutoCAD SHX Text

POCCRW

AutoCAD SHX Text

305.5

AutoCAD SHX Text

1206

AutoCAD SHX Text

PTCRW

AutoCAD SHX Text

306.1

AutoCAD SHX Text

1207

AutoCAD SHX Text

311.6

AutoCAD SHX Text

1208

AutoCAD SHX Text

INTCRW0

AutoCAD SHX Text

310.4

AutoCAD SHX Text

1209

AutoCAD SHX Text

COR0.7

AutoCAD SHX Text

310.3

AutoCAD SHX Text

1210

AutoCAD SHX Text

PC1

AutoCAD SHX Text

310.2

AutoCAD SHX Text

1211

AutoCAD SHX Text

POC

AutoCAD SHX Text

310.2

AutoCAD SHX Text

1212

AutoCAD SHX Text

PTINT.7

AutoCAD SHX Text

308.7

AutoCAD SHX Text

1213

AutoCAD SHX Text

INT1.5

AutoCAD SHX Text

309.3

AutoCAD SHX Text

1214

AutoCAD SHX Text

END1

AutoCAD SHX Text

311.1

AutoCAD SHX Text

1215

AutoCAD SHX Text

BS

AutoCAD SHX Text

311.9

AutoCAD SHX Text

1216

AutoCAD SHX Text

SRW1

AutoCAD SHX Text

311.5

AutoCAD SHX Text

1217

AutoCAD SHX Text

COR1.2

AutoCAD SHX Text

311.4

AutoCAD SHX Text

1218

AutoCAD SHX Text

ENDWL

AutoCAD SHX Text

313.1

AutoCAD SHX Text

1219

AutoCAD SHX Text

GR

AutoCAD SHX Text

314.0

AutoCAD SHX Text

1220

AutoCAD SHX Text

GR

AutoCAD SHX Text

316.1

AutoCAD SHX Text

1221

AutoCAD SHX Text

BRDBTH

AutoCAD SHX Text

316.3

AutoCAD SHX Text

1222

AutoCAD SHX Text

13M

AutoCAD SHX Text

313.2

AutoCAD SHX Text

1223

AutoCAD SHX Text

9O

AutoCAD SHX Text

312.3

AutoCAD SHX Text

1224

AutoCAD SHX Text

11M

AutoCAD SHX Text

308.9

AutoCAD SHX Text

1225

AutoCAD SHX Text

GR

AutoCAD SHX Text

308.7

AutoCAD SHX Text

1226

AutoCAD SHX Text

1313O

AutoCAD SHX Text

307.4

AutoCAD SHX Text

1227

AutoCAD SHX Text

TS

AutoCAD SHX Text

305.4

AutoCAD SHX Text

1228

AutoCAD SHX Text

16M

AutoCAD SHX Text

305.6

AutoCAD SHX Text

1229

AutoCAD SHX Text

GR

AutoCAD SHX Text

305.2

AutoCAD SHX Text

1230

AutoCAD SHX Text

PAT

AutoCAD SHX Text

305.3

AutoCAD SHX Text

1231

AutoCAD SHX Text

CORPAT

AutoCAD SHX Text

305.3

AutoCAD SHX Text

1232

AutoCAD SHX Text

CORPAT

AutoCAD SHX Text

304.8

AutoCAD SHX Text

1233

AutoCAD SHX Text

CORPAT

AutoCAD SHX Text

304.8

AutoCAD SHX Text

1234

AutoCAD SHX Text

GR

AutoCAD SHX Text

310.4

AutoCAD SHX Text

1235

AutoCAD SHX Text

9O

AutoCAD SHX Text

310.2

AutoCAD SHX Text

1236

AutoCAD SHX Text

8O

AutoCAD SHX Text

309.0

AutoCAD SHX Text

1237

AutoCAD SHX Text

21M

AutoCAD SHX Text

308.8

AutoCAD SHX Text

1238

AutoCAD SHX Text

912O

AutoCAD SHX Text

306.4

AutoCAD SHX Text

1239

AutoCAD SHX Text

10O

AutoCAD SHX Text

305.5

AutoCAD SHX Text

1240

AutoCAD SHX Text

10O

AutoCAD SHX Text

305.8

AutoCAD SHX Text

1241

AutoCAD SHX Text

14O

AutoCAD SHX Text

302.3

AutoCAD SHX Text

1242

AutoCAD SHX Text

SRW1

AutoCAD SHX Text

302.2

AutoCAD SHX Text

1243

AutoCAD SHX Text

POC2

AutoCAD SHX Text

302.4

AutoCAD SHX Text

1244

AutoCAD SHX Text

POC1.9

AutoCAD SHX Text

301.1

AutoCAD SHX Text

1245

AutoCAD SHX Text

28O

AutoCAD SHX Text

302.1

AutoCAD SHX Text

1246

AutoCAD SHX Text

PTINTSRW1.2

AutoCAD SHX Text

301.2

AutoCAD SHX Text

1247

AutoCAD SHX Text

POC1.2

AutoCAD SHX Text

299.3

AutoCAD SHX Text

1248

AutoCAD SHX Text

PC.6

AutoCAD SHX Text

298.4

AutoCAD SHX Text

1249

AutoCAD SHX Text

PC.6

AutoCAD SHX Text

297.2

AutoCAD SHX Text

1250

AutoCAD SHX Text

POC

AutoCAD SHX Text

296.0

AutoCAD SHX Text

1251

AutoCAD SHX Text

PTCOR1.7

AutoCAD SHX Text

294.9

AutoCAD SHX Text

1252

AutoCAD SHX Text

COR2.2

AutoCAD SHX Text

296.7

AutoCAD SHX Text

1253

AutoCAD SHX Text

COR.8

AutoCAD SHX Text

297.7

AutoCAD SHX Text

1254

AutoCAD SHX Text

ENDWL

AutoCAD SHX Text

297.5

AutoCAD SHX Text

1255

AutoCAD SHX Text

8888HEM

AutoCAD SHX Text

297.5

AutoCAD SHX Text

1256

AutoCAD SHX Text

9HEM

AutoCAD SHX Text

298.2

AutoCAD SHX Text

1257

AutoCAD SHX Text

99HEM

AutoCAD SHX Text

299.3

AutoCAD SHX Text

1258

AutoCAD SHX Text

78HEM

AutoCAD SHX Text

299.5

AutoCAD SHX Text

1259

AutoCAD SHX Text

89HEM

AutoCAD SHX Text

299.9

AutoCAD SHX Text

1260

AutoCAD SHX Text

9HEM

AutoCAD SHX Text

300.6

AutoCAD SHX Text

1261

AutoCAD SHX Text

66HEM

AutoCAD SHX Text

302.4

AutoCAD SHX Text

1262

AutoCAD SHX Text

699HEM

AutoCAD SHX Text

302.4

AutoCAD SHX Text

1263

AutoCAD SHX Text

7HEM

AutoCAD SHX Text

302.6

AutoCAD SHX Text

1264

AutoCAD SHX Text

7HEM

AutoCAD SHX Text

302.6

AutoCAD SHX Text

1265

AutoCAD SHX Text

GR

AutoCAD SHX Text

301.4

AutoCAD SHX Text

1266

AutoCAD SHX Text

36O

AutoCAD SHX Text

300.1

AutoCAD SHX Text

1267

AutoCAD SHX Text

SRW0

AutoCAD SHX Text

298.7

AutoCAD SHX Text

1268

AutoCAD SHX Text

COR1.5

AutoCAD SHX Text

299.9

AutoCAD SHX Text

1269

AutoCAD SHX Text

POC1

AutoCAD SHX Text

300.8

AutoCAD SHX Text

1270

AutoCAD SHX Text

PTCOR.6

AutoCAD SHX Text

301.8

AutoCAD SHX Text

1271

AutoCAD SHX Text

END0

AutoCAD SHX Text

301.1

AutoCAD SHX Text

1272

AutoCAD SHX Text

LP

AutoCAD SHX Text

302.4

AutoCAD SHX Text

1273

AutoCAD SHX Text

BS

AutoCAD SHX Text

303.9

AutoCAD SHX Text

1274

AutoCAD SHX Text

TS

AutoCAD SHX Text

304.2

AutoCAD SHX Text

1275

AutoCAD SHX Text

TS

AutoCAD SHX Text

305.2

AutoCAD SHX Text

1277

AutoCAD SHX Text

GR

AutoCAD SHX Text

295.2

AutoCAD SHX Text

1278

AutoCAD SHX Text

BBCORDRV

AutoCAD SHX Text

296.34

AutoCAD SHX Text

1279

AutoCAD SHX Text

SMH

AutoCAD SHX Text

294.5

AutoCAD SHX Text

1280

AutoCAD SHX Text

BBCORDRV

AutoCAD SHX Text

294.7

AutoCAD SHX Text

1281

AutoCAD SHX Text

EP

AutoCAD SHX Text

297.1

AutoCAD SHX Text

1282

AutoCAD SHX Text

PCEP

AutoCAD SHX Text

299.1

AutoCAD SHX Text

1283

AutoCAD SHX Text

POC

AutoCAD SHX Text

301.1

AutoCAD SHX Text

1284

AutoCAD SHX Text

POC

AutoCAD SHX Text

302.3

AutoCAD SHX Text

1285

AutoCAD SHX Text

PTCOR

AutoCAD SHX Text

302.3

AutoCAD SHX Text

1286

AutoCAD SHX Text

EP

AutoCAD SHX Text

302.3

AutoCAD SHX Text

1287

AutoCAD SHX Text

COR

AutoCAD SHX Text

302.4

AutoCAD SHX Text

1288

AutoCAD SHX Text

COR

AutoCAD SHX Text

302.3

AutoCAD SHX Text

1289

AutoCAD SHX Text

COR

AutoCAD SHX Text

301.6

AutoCAD SHX Text

1290

AutoCAD SHX Text

COR

AutoCAD SHX Text

300.5

AutoCAD SHX Text

1291

AutoCAD SHX Text

EP

AutoCAD SHX Text

300.1

AutoCAD SHX Text

1292

AutoCAD SHX Text

PCEP

AutoCAD SHX Text

299.9

AutoCAD SHX Text

1293

AutoCAD SHX Text

CRW1.2

AutoCAD SHX Text

300.4

AutoCAD SHX Text

1294

AutoCAD SHX Text

CRW.7

AutoCAD SHX Text

300.2

AutoCAD SHX Text

1295

AutoCAD SHX Text

CORSRW4.7

AutoCAD SHX Text

302.3

AutoCAD SHX Text

1296

AutoCAD SHX Text

COR2.5

AutoCAD SHX Text

304.7

AutoCAD SHX Text

1297

AutoCAD SHX Text

TOP4STPS0

AutoCAD SHX Text

304.7

AutoCAD SHX Text

1298

AutoCAD SHX Text

TOP4STPS0

AutoCAD SHX Text

302.3

AutoCAD SHX Text

1299

AutoCAD SHX Text

CORSRW2.5

AutoCAD SHX Text

303.3

AutoCAD SHX Text

1300

AutoCAD SHX Text

END1.5

AutoCAD SHX Text

299.6

AutoCAD SHX Text

1301

AutoCAD SHX Text

EPCL6STPS4

AutoCAD SHX Text

300.5

AutoCAD SHX Text

1302

AutoCAD SHX Text

EP

AutoCAD SHX Text

301.3

AutoCAD SHX Text

1303

AutoCAD SHX Text

EPCLWK4

AutoCAD SHX Text

300.3

AutoCAD SHX Text

1304

AutoCAD SHX Text

CLTP6STPS

AutoCAD SHX Text

296.9

AutoCAD SHX Text

1305

AutoCAD SHX Text

CLSTPS

AutoCAD SHX Text

296.5

AutoCAD SHX Text

1306

AutoCAD SHX Text

CL5STPS

AutoCAD SHX Text

293.9

AutoCAD SHX Text

1307

AutoCAD SHX Text

CL5STPS

AutoCAD SHX Text

293.4

AutoCAD SHX Text

1308

AutoCAD SHX Text

ENDCW

AutoCAD SHX Text

293.9

AutoCAD SHX Text

1309

AutoCAD SHX Text

UP

AutoCAD SHX Text

293.9

AutoCAD SHX Text

1310

AutoCAD SHX Text

BBPCDRV

AutoCAD SHX Text

295.7

AutoCAD SHX Text

1311

AutoCAD SHX Text

POC

AutoCAD SHX Text

298.1

AutoCAD SHX Text

1312

AutoCAD SHX Text

POC

AutoCAD SHX Text

300.7

AutoCAD SHX Text

1313

AutoCAD SHX Text

POC

AutoCAD SHX Text

301.5

AutoCAD SHX Text

1314

AutoCAD SHX Text

PTDRV

AutoCAD SHX Text

299.2

AutoCAD SHX Text

1315

AutoCAD SHX Text

SRW.6

AutoCAD SHX Text

298.3

AutoCAD SHX Text

1316

AutoCAD SHX Text

COR1.5

AutoCAD SHX Text

297.3

AutoCAD SHX Text

1317

AutoCAD SHX Text

COR2.3

AutoCAD SHX Text

297.1

AutoCAD SHX Text

1318

AutoCAD SHX Text

COR2.5

AutoCAD SHX Text

299.3

AutoCAD SHX Text

1319

AutoCAD SHX Text

END0

AutoCAD SHX Text

297.1

AutoCAD SHX Text

1320

AutoCAD SHX Text

CL5STPS3

AutoCAD SHX Text

299.8

AutoCAD SHX Text

1321

AutoCAD SHX Text

CL5STPS3

AutoCAD SHX Text

297.0

AutoCAD SHX Text

1322

AutoCAD SHX Text

77777TREE

AutoCAD SHX Text

296.1

AutoCAD SHX Text

1323

AutoCAD SHX Text

SRW.6

AutoCAD SHX Text

295.4

AutoCAD SHX Text

1324

AutoCAD SHX Text

COR1.3

AutoCAD SHX Text

294.3

AutoCAD SHX Text

1325

AutoCAD SHX Text

COR2.3

AutoCAD SHX Text

293.4

AutoCAD SHX Text

1326

AutoCAD SHX Text

COR3.5

AutoCAD SHX Text

293.6

AutoCAD SHX Text

1327

AutoCAD SHX Text

CL6STPS4

AutoCAD SHX Text

296.8

AutoCAD SHX Text

1328

AutoCAD SHX Text

CL6STPS4

AutoCAD SHX Text

293.7

AutoCAD SHX Text

1329

AutoCAD SHX Text

SRW3

AutoCAD SHX Text

293.8

AutoCAD SHX Text

1330

AutoCAD SHX Text

SRW6

AutoCAD SHX Text

293.9

AutoCAD SHX Text

1331

AutoCAD SHX Text

CLDOOR38X10

AutoCAD SHX Text

296.9

AutoCAD SHX Text

1332

AutoCAD SHX Text

SRW3

AutoCAD SHX Text

300.3

AutoCAD SHX Text

1333

AutoCAD SHX Text

END0

AutoCAD SHX Text

300.2

AutoCAD SHX Text

1334

AutoCAD SHX Text

SRW0

AutoCAD SHX Text

296.8

AutoCAD SHX Text

1335

AutoCAD SHX Text

COR3

AutoCAD SHX Text

297.0

AutoCAD SHX Text

1336

AutoCAD SHX Text

COR2.5

AutoCAD SHX Text

297.6

AutoCAD SHX Text

1337

AutoCAD SHX Text

COR2.2

AutoCAD SHX Text

296.9

AutoCAD SHX Text

1338

AutoCAD SHX Text

SRW2.6

AutoCAD SHX Text

296.9

AutoCAD SHX Text

1339

AutoCAD SHX Text

CL6STPS4

AutoCAD SHX Text

297.3

AutoCAD SHX Text

1340

AutoCAD SHX Text

36TREE

AutoCAD SHX Text

294.3

AutoCAD SHX Text

1341

AutoCAD SHX Text

TPIT

AutoCAD SHX Text

293.6

AutoCAD SHX Text

1342

AutoCAD SHX Text

12HEM

AutoCAD SHX Text

293.2

AutoCAD SHX Text

1343

AutoCAD SHX Text

88HEM

AutoCAD SHX Text

293.3

AutoCAD SHX Text

1344

AutoCAD SHX Text

9HEM

AutoCAD SHX Text

293.4

AutoCAD SHX Text

1345

AutoCAD SHX Text

7HEM

AutoCAD SHX Text

293.3

AutoCAD SHX Text

1346

AutoCAD SHX Text

68HEM

AutoCAD SHX Text

293.3

AutoCAD SHX Text

1347

AutoCAD SHX Text

16HEM

AutoCAD SHX Text

293.6

AutoCAD SHX Text

1348

AutoCAD SHX Text

78HEM

AutoCAD SHX Text

293.7

AutoCAD SHX Text

1349

AutoCAD SHX Text

910HEM

AutoCAD SHX Text

293.8

AutoCAD SHX Text

1350

AutoCAD SHX Text

BS

AutoCAD SHX Text

295.9

AutoCAD SHX Text

1351

AutoCAD SHX Text

TS

AutoCAD SHX Text

293.1

AutoCAD SHX Text

1352

AutoCAD SHX Text

BB

AutoCAD SHX Text

292.6

AutoCAD SHX Text

1353

AutoCAD SHX Text

PCBB

AutoCAD SHX Text

292.2

AutoCAD SHX Text

1354

AutoCAD SHX Text

POC

AutoCAD SHX Text

291.7

AutoCAD SHX Text

1355

AutoCAD SHX Text

ENDCORDRV

AutoCAD SHX Text

292.0

AutoCAD SHX Text

1356

AutoCAD SHX Text

UP

AutoCAD SHX Text

291.74

AutoCAD SHX Text

1357

AutoCAD SHX Text

SMHBENCH

AutoCAD SHX Text

297.2

AutoCAD SHX Text

1358

AutoCAD SHX Text

SRW0

AutoCAD SHX Text

294.9

AutoCAD SHX Text

1359

AutoCAD SHX Text

POC1.9

AutoCAD SHX Text

295.4

AutoCAD SHX Text

1360

AutoCAD SHX Text

POC2.1

AutoCAD SHX Text

298.6

AutoCAD SHX Text

1361

AutoCAD SHX Text

PTENDGAS

AutoCAD SHX Text

299.5

AutoCAD SHX Text

1362

AutoCAD SHX Text

GAS

AutoCAD SHX Text

299.5

AutoCAD SHX Text

1363

AutoCAD SHX Text

GAS

AutoCAD SHX Text

295.7

AutoCAD SHX Text

1364

AutoCAD SHX Text

GAS

AutoCAD SHX Text

291.4

AutoCAD SHX Text

1365

AutoCAD SHX Text

GAS

AutoCAD SHX Text

293.2

AutoCAD SHX Text

1366

AutoCAD SHX Text

STNWL2W

AutoCAD SHX Text

292.1

AutoCAD SHX Text

1367

AutoCAD SHX Text

STNWL2W

AutoCAD SHX Text

292.0

AutoCAD SHX Text

1368

AutoCAD SHX Text

CORPC

AutoCAD SHX Text

292.7

AutoCAD SHX Text

1369

AutoCAD SHX Text

POC

AutoCAD SHX Text

292.9

AutoCAD SHX Text

1370

AutoCAD SHX Text

PTWL

AutoCAD SHX Text

293.4

AutoCAD SHX Text

1371

AutoCAD SHX Text

ENDWL

AutoCAD SHX Text

293.8

AutoCAD SHX Text

1372

AutoCAD SHX Text

BKSRW1.3W

AutoCAD SHX Text

294.5

AutoCAD SHX Text

1373

AutoCAD SHX Text

BKSRW1.3W

AutoCAD SHX Text

297.8

AutoCAD SHX Text

1374

AutoCAD SHX Text

BKSRW1.3W

AutoCAD SHX Text

297.9

AutoCAD SHX Text

1375

AutoCAD SHX Text

BKSRW1.3W

AutoCAD SHX Text

299.3

AutoCAD SHX Text

1376

AutoCAD SHX Text

POCEP

AutoCAD SHX Text

298.1

AutoCAD SHX Text

1377

AutoCAD SHX Text

PCC

AutoCAD SHX Text

294.7

AutoCAD SHX Text

1378

AutoCAD SHX Text

POC

AutoCAD SHX Text

294.8

AutoCAD SHX Text

1379

AutoCAD SHX Text

56HEM

AutoCAD SHX Text

294.3

AutoCAD SHX Text

1380

AutoCAD SHX Text

9HEM

AutoCAD SHX Text

293.4

AutoCAD SHX Text

1381

AutoCAD SHX Text

7HEM

AutoCAD SHX Text

300.1

AutoCAD SHX Text

1382

AutoCAD SHX Text

PCEP

AutoCAD SHX Text

299.7

AutoCAD SHX Text

1383

AutoCAD SHX Text

POC

AutoCAD SHX Text

298.3

AutoCAD SHX Text

1384

AutoCAD SHX Text

PCC

AutoCAD SHX Text

294.9

AutoCAD SHX Text

1385

AutoCAD SHX Text

POC

AutoCAD SHX Text

292.4

AutoCAD SHX Text

1386

AutoCAD SHX Text

PTCOR

AutoCAD SHX Text

294.7

AutoCAD SHX Text

1387

AutoCAD SHX Text

EP

AutoCAD SHX Text

291.3

AutoCAD SHX Text

1388

AutoCAD SHX Text

PCDRV

AutoCAD SHX Text

291.8

AutoCAD SHX Text

1389

AutoCAD SHX Text

POC

AutoCAD SHX Text

292.9

AutoCAD SHX Text

1390

AutoCAD SHX Text

POC

AutoCAD SHX Text

293.9

AutoCAD SHX Text

1391

AutoCAD SHX Text

BS

AutoCAD SHX Text

296.1

AutoCAD SHX Text

1392

AutoCAD SHX Text

TS

AutoCAD SHX Text

0.00

AutoCAD SHX Text

23

AutoCAD SHX Text

STK

AutoCAD SHX Text

0.00

AutoCAD SHX Text

30

AutoCAD SHX Text

STK

AutoCAD SHX Text

302.3

AutoCAD SHX Text

1276

AutoCAD SHX Text

TRAV

AutoCAD SHX Text

0.00

AutoCAD SHX Text

22

AutoCAD SHX Text

NAIL

AutoCAD SHX Text

290.7

AutoCAD SHX Text

1393

AutoCAD SHX Text

SMH

AutoCAD SHX Text

QUINT. 7"TREE

AutoCAD SHX Text

QUINT. 7"TREE

AutoCAD SHX Text

7"+8"HEM

AutoCAD SHX Text

16"HEM

AutoCAD SHX Text

7"HEM

AutoCAD SHX Text

6"+8"HEM

AutoCAD SHX Text

9"HEM

AutoCAD SHX Text

8"+8"HEM

AutoCAD SHX Text

12"HEM

AutoCAD SHX Text

30"OAK

AutoCAD SHX Text

21"OAK

AutoCAD SHX Text

12"OAK

AutoCAD SHX Text

18"OAK

AutoCAD SHX Text

12"MAPLE

AutoCAD SHX Text

15"OAK

AutoCAD SHX Text

10''MAPLE

AutoCAD SHX Text

12''OAK

AutoCAD SHX Text

16''OAK

AutoCAD SHX Text

13''OAK

AutoCAD SHX Text

16''OAK

AutoCAD SHX Text

8''MAPLE

AutoCAD SHX Text

8''OAK

AutoCAD SHX Text

14''OAK

AutoCAD SHX Text

10''MAPLE

AutoCAD SHX Text

15''OAK

AutoCAD SHX Text

13''OAK

AutoCAD SHX Text

24''OAK

AutoCAD SHX Text

16''OAK

AutoCAD SHX Text

15''+22''OAK

AutoCAD SHX Text

16"MAPLE

AutoCAD SHX Text

13"+13"OAK

AutoCAD SHX Text

11"MAPLE

AutoCAD SHX Text

9''OAK

AutoCAD SHX Text

13''MAPLE

AutoCAD SHX Text

9''OAK

AutoCAD SHX Text

9''+12''OAK

AutoCAD SHX Text

21''MAPLE

AutoCAD SHX Text

8''OAK

AutoCAD SHX Text

10''OAK

AutoCAD SHX Text

10''OAK

AutoCAD SHX Text

14''OAK

AutoCAD SHX Text

6"+6"+9"HEM

AutoCAD SHX Text

7''HEM

AutoCAD SHX Text

7''HEM

AutoCAD SHX Text

9"HEM

AutoCAD SHX Text

8''+9''HEM

AutoCAD SHX Text

7''+8''HEM

AutoCAD SHX Text

9''+9''HEM

AutoCAD SHX Text

QUAD.8''HEM

AutoCAD SHX Text

9''HEM

AutoCAD SHX Text

S

AutoCAD SHX Text

SMH

AutoCAD SHX Text

RIM=291.74(BENCH)

AutoCAD SHX Text

SMH

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

SMH

AutoCAD SHX Text

RIM=296.34

AutoCAD SHX Text

BIT. BERM

AutoCAD SHX Text

BIT. BERM

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

5''+6"HEM

AutoCAD SHX Text

9"HEM

AutoCAD SHX Text

9"HEM

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

15''OAK

AutoCAD SHX Text

13''OAK

AutoCAD SHX Text

10''MAPLE

AutoCAD SHX Text

12''OAK

AutoCAD SHX Text

9"OAK

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

12''OAK

AutoCAD SHX Text

20''FIR

AutoCAD SHX Text

16''OAK

AutoCAD SHX Text

16''OAK

AutoCAD SHX Text

22''MAPLE(DEAD)

AutoCAD SHX Text

7''+8''MAPLE

AutoCAD SHX Text

13''OAK

AutoCAD SHX Text

10''MAPLE

AutoCAD SHX Text

13"MAPLE

AutoCAD SHX Text

7"+9"MAPLE

AutoCAD SHX Text

8"CEDAR

AutoCAD SHX Text

10"MAPLE

AutoCAD SHX Text

15"MAPLE

AutoCAD SHX Text

8"CEDAR

AutoCAD SHX Text

14"CEDAR

AutoCAD SHX Text

26"SYCAMORE

AutoCAD SHX Text

TP

AutoCAD SHX Text

8"HEM

AutoCAD SHX Text

8"HEM

AutoCAD SHX Text

6"+6"+8"HEM

AutoCAD SHX Text

8"SPRUCE

AutoCAD SHX Text

10"HEM

AutoCAD SHX Text

13"HEM

AutoCAD SHX Text

8"HEM

AutoCAD SHX Text

8"HEM

AutoCAD SHX Text

12"HEM

AutoCAD SHX Text

10"HEM

AutoCAD SHX Text

7"+8"HEM

AutoCAD SHX Text

8"PINE

AutoCAD SHX Text

10"PINE

AutoCAD SHX Text

8"PINE

AutoCAD SHX Text

TP

AutoCAD SHX Text

7"CEDAR

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

POST

AutoCAD SHX Text

36"TREE

AutoCAD SHX Text

TP

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

28"SPRUCE

AutoCAD SHX Text

7"+8"TREE

AutoCAD SHX Text

32"OAK

AutoCAD SHX Text

6"+6"HEM

AutoCAD SHX Text

PATIO

AutoCAD SHX Text

PATIO

AutoCAD SHX Text

PATIO

AutoCAD SHX Text

CE

AutoCAD SHX Text

GAS

AutoCAD SHX Text

9"CEDAR

AutoCAD SHX Text

10"MAPLE

AutoCAD SHX Text

LEDGE

AutoCAD SHX Text

303.6

AutoCAD SHX Text

1650

AutoCAD SHX Text

303.5

AutoCAD SHX Text

1651

AutoCAD SHX Text

302.5

AutoCAD SHX Text

1652

AutoCAD SHX Text

303.7

AutoCAD SHX Text

1653

AutoCAD SHX Text

299.0

AutoCAD SHX Text

1654

AutoCAD SHX Text

299.2

AutoCAD SHX Text

1655

AutoCAD SHX Text

301.9

AutoCAD SHX Text

1656

AutoCAD SHX Text

301.1

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1657

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12 SUMMIT ROAD

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12 SUMMIT ROAD, LLC.

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Soil Map—Middlesex County, Massachusetts(12 Summit Rd NRCS Web Soil Survey)

Natural ResourcesConservation Service

Web Soil SurveyNational Cooperative Soil Survey

10/18/2021Page 1 of 3

4699

730

4699

750

4699

770

4699

790

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830

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318110 318130 318150 318170 318190 318210 318230 318250 318270 318290 318310 318330 318350

318090 318110 318130 318150 318170 318190 318210 318230 318250 318270 318290 318310 318330 318350

42° 25' 48'' N71

° 1

2' 4

1'' W

42° 25' 48'' N

71° 1

2' 2

9'' W

42° 25' 42'' N

71° 1

2' 4

1'' W

42° 25' 42'' N

71° 1

2' 2

9'' W

N

Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 19N WGS840 50 100 200 300

Feet0 15 30 60 90

MetersMap Scale: 1:1,240 if printed on A landscape (11" x 8.5") sheet.

Soil Map may not be valid at this scale.

MAP LEGEND MAP INFORMATION

Area of Interest (AOI)Area of Interest (AOI)

SoilsSoil Map Unit Polygons

Soil Map Unit Lines

Soil Map Unit Points

Special Point FeaturesBlowout

Borrow Pit

Clay Spot

Closed Depression

Gravel Pit

Gravelly Spot

Landfill

Lava Flow

Marsh or swamp

Mine or Quarry

Miscellaneous Water

Perennial Water

Rock Outcrop

Saline Spot

Sandy Spot

Severely Eroded Spot

Sinkhole

Slide or Slip

Sodic Spot

Spoil Area

Stony Spot

Very Stony Spot

Wet Spot

Other

Special Line Features

Water FeaturesStreams and Canals

TransportationRails

Interstate Highways

US Routes

Major Roads

Local Roads

BackgroundAerial Photography

The soil surveys that comprise your AOI were mapped at 1:25,000.

Warning: Soil Map may not be valid at this scale.

Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale.

Please rely on the bar scale on each map sheet for map measurements.

Source of Map: Natural Resources Conservation ServiceWeb Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857)

Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.

This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.

Soil Survey Area: Middlesex County, MassachusettsSurvey Area Data: Version 21, Sep 2, 2021

Soil map units are labeled (as space allows) for map scales 1:50,000 or larger.

Date(s) aerial images were photographed: Aug 13, 2020—Sep 15, 2020

The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.

Soil Map—Middlesex County, Massachusetts(12 Summit Rd NRCS Web Soil Survey)



10/18/2021Page 2 of 3

Map Unit Legend

Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI

631C Charlton-Urban land-Hollis complex, 3 to 15 percent slopes, rocky

6.6 100.0%

Totals for Area of Interest 6.6 100.0%

Soil Map—Middlesex County, Massachusetts 12 Summit Rd NRCS Web Soil Survey



10/18/2021Page 3 of 3

CAPTURE AREA ADJUSTMENT

Due to a limitation of grading adjustments that can be made for this project the amount of runoff that can be directed to the infiltration facility. Therefor the storage capacity of the infiltration facilities has been increased to allow for so it may capture more of the runoff from the impervious surface within the drainage area. The following calculation in accordance with MA Stormwater Handbook demonstrates at the storage capacity of the infiltration BMP’s is sufficient to meet Standard #3. Steps:

1. Required recharge volume for total site impervious area.

From Standard #3 recharge calculations page, summation of required recharge volume = 1,127 CF

2. Site impervious area draining to recharge facilities (from previous). Roof runoff captured completely within infiltration systems on each lot.

Area = 15,722 SF

3. Divide total site impervious area by impervious area draining to recharge

facilities. Roof runoff captured completely within infiltration systems.

Total Site Impervious =11,849 SF 22,549 SF / 15,722 = 1.43

4. Multiply result of #3 by original recharge volume in #1.

1.43 x 1,127 = 1,616 CF

5. Ensure minimum 65% impervious area draining to recharge facilities.

15,722 SF / 22,549 SF = 0.70 = 70%

6. Recharge facilities provide total recharge volume of 6,668 CF. Recharge volume 6,668 CF > 1,127 CF adjusted total recharge volume.

All Recharge Volumes have been achieved as required by the Massachusetts Stormwater Management Standards

Non-automated: Mar.4, 2008

INSTRUCTIONS:1. Sheet is nonautomated. Print sheet and complete using hand calculations. Column A and B: See MassDEP Structural BMP Table2. The calcualtions must be completed using the Column Headings specified in Chart and Not the Excel Column Headings3. To complete Chart Column D, multiple Column B value within Row x Column C value within Row4. To complete Chart Column E value, subtract Column D value within Row from Column C within Row5. Total TSS Removal = Sum All Values in Column D

Location:

Train 1+2:

A B C D EBMP TSS Removal Starting TSS Amount Remaining

Rate Load* Removed (B*C) Load (C-D)

Project: Prepared By:

Date:

12 Summit Road, Lexington, MA

Isolator Row, PSIS

TS

S R

emo

val

C

alcu

lati

on

Area/Trench Drains

Proposed Subsurface Infiltration System

(PSIS)

1.00

1.00

0.80Isoloator Row

0%

80%

0.00 1.00

0.20

80% 0.20 0.16 0.04

which enters the BMP

** See portion of STEP Fact Sheet for removal rate

21045Patriot Engineering10/18/2021

*Equals remaining load from previous BMP(E)

96.0% Total TSS Removal =

Non-automated TSS Calculation Sheetmust be used if Proprietary BMP Proposed1. From MassDEP Stormwater Handbook Vol. 1

Mass. Dept. of Environmental ProtectionC:\Users\Mike\Desktop\Summit\PBD DEFINITIVE\21045-Tss

72-HOUR DRAW DOWN CALCULATIONS Time =

Rv = Storage Volume K = Saturated Hydraulic Conductivity for Sandy Loam = 1.02 in/hour Bottom Area = Bottom Area of Recharge Structure n = Porosity (1)

PSIS-1

Rv = 3,951 cf Bottom Area = 1,858 sf

Time = 3,951 cf / (1.02 in/hr)(1’/12”)(1,858 sf)(1)

Time = 25.0 hours

25.0 hours < 72 hours PSIS-2 Rv = 1,463 cf Bottom Area = 730 sf Time = 1,463 cf / (2.41in/hr)(1’/12”)(730 sf)(1) Time = 10.0 hours 10.0 hours < 72 hours PSIS-3 Rv = 733 cf Bottom Area = 366 sf Time = 733 cf / (1.02 in/hr)(1’/12”)(730 sf)(1) Time = 11.8 hours 11.8 hours < 72 hours PSIS-4 Rv = 1,301 cf Bottom Area = 654 sf Time =1,301 cf / (2.41 in/hr)(1’/12”)(654 sf)(1) Time = 9.9 hours 9.9 hours < 72 hours

OPERATION AND MAINTENANCE & EROSION AND SEDIMENTATION CONTROL PROGRAM

for A PROPOSED STORMWATER MANAGEMENT SYSTEM

located at 12 SUMMIT ROAD

PUBLIC BENEFIT RESIDENTIAL SUBDIVISION


Applicant:



Prepared by:

Patriot Engineering


(978) 726-2654

October 18, 2021

Project Name: 12 Summit Road Subdivision

Owner Name: 12 Summit Road, LLC

Party Responsible for Maintenance During Construction: Contractor Party Responsible for Maintenance After Construction: Homeowner’s Association Erosion and Sedimentation Control Measures during Construction Activities Filtermitt (or approved equal)

Filtermitt (or approved equal) will be installed along the down gradient limit of work as depicted on the Site Plan. The filtermitt shall be installed prior to the commencement of any work on-site and in accordance with the design plans. An additional supply of filtermitt shall be on-site to replace and/or repair any filtermitt that have been disturbed or are in poor condition. The line of filtermitt shall be inspected and maintained on a weekly basis and after every major storm event (2-year) during construction. No construction activities are to occur beyond the filtermitt at any time. Deposited sediments shall be removed when the volume of the deposition reaches approximately one-half the height of the filtermitt. Stockpiles

All unused debris, soil, and other material shall be stockpiled in locations of relatively flat grades, away from any trees identified to be saved and upgradient of the filtermitt. Stockpile side slopes shall not be greater than 2:1. All stockpiles shall be surrounded by a row of filtermitt. Surrounding filtermitt shall be inspected and maintained on a daily basis.

Surface Stabilization

The surface of all disturbed areas shall be stabilized during and after construction. Disturbed areas remaining idle for more than 14 days shall be stabilized. Temporary measures shall be taken during construction to prevent erosion and siltation. No construction sediment shall be allowed to enter any infiltration system or formal drainage system. All disturbed slopes will be stabilized with a permanent vegetative cover. Some or all of the following measures will be utilized on this project as conditions may warrant.

a. Temporary Seeding b. Temporary Mulching c. Permanent Seeding d. Placement of Sod e. Hydroseeding f. Placement of Hay g. Placement of Jute Netting

Dust shall be controlled at the site.

Tree Protection Existing trees to be saved shall be protected with orange construction fence (offset from the tree trunk by professional standard based on canopy). Construction Tracking Pad A construction tracking pad shall be installed at the designated entrances/exits, as shown on the Site plans, to the site to reduce the amount of sediment transported off site. The construction tracking pad shall be inspected weekly. Inspection and Maintenance of Trench/Area Drain The performance of the trench/area drain shall be checked after every major storm event during construction. Subsurface Infiltration Facilities Construction activity above and around the proposed location of the subsurface infiltration facility shall be limited to prevent compaction of the existing soil. Care shall be taken to redirect stormwater runoff from this area to prevent ponding. Installation of this system shall occur under dry weather conditions and system shall be backfilled immediately to prohibit the introduction of fines or other material that would compromise the functionality of this system. Removal of Sediment and Erosion Controls At the completion of construction activities and after receiving approval from the Town of Lexington, all physical sediment and erosion controls shall be removed from the site per Town of Lexington. The areas where the controls have been removed shall be seeded and stabilized immediately upon removal.

Long-Term Inspection and Maintenance Measures after Construction

Erosion Control

Eroded sediments can adversely affect the performance of the stormwater management system. Eroding or barren areas should be immediately re-vegetated. Inspection and Maintenance of Trench/Area Drain The area drain shall be inspected six (6) times per year including the end of the foliage and snow removal seasons, and if necessary, any maintenance shall be performed so that it functions as designed. The yard drain shall be cleaned six times per year, or when sediment in the bottom of the sump reaches ½ the depth from the bottom of the invert of the lowest pipe in the basin. Inlet and outlet pipes should be checked for clogging.

Isolator Row

The Isolator Rows should be inspected at regular intervals and maintained when necessary to ensure optimum performance. At minimum, inspections shall be performed twice per year (e.g. spring and fall) and after every major storm. The visual inspection should ascertain that the system components are in working order and that there are no blockages or obstructions in the inlet row or filters. The inspection shall also quantity the accumulation of sediment and high water observation. The isolator rows shall be cleaned annually and when the inspections show that maintenance is necessary. Cleaning of an Isolator Rows shall be down during dry weather when no flow is entering the system. The use of a vacuum truck is generally the most effective and convenient method. The following steps shall occur:

• Remove/Open lid on inline drain manhole • Remove and clean flexstorm filter • Using a flashlight and stadia rod, measure depth of sediment and record on

maintenance log • If sediment is at or above 3” than maintenance is necessary • A fixed culvert cleaning nozzle with rear facing spread shall be used • Apply multiple passes of jetvac until backflush is clean • Vacuum structure sump as required • Replace all covers, grates, filters and lids • Record observations and actions in log • Inspect and clean catchbasins upstream from the subsurface infiltration facility.

Subsurface Infiltration Facility

The infiltration system inspections should include inspections following the first several rainfall events or first few months after construction, after all major storms (3.2” inches of rain over a 24-hour period or greater), and on regular bi-annual scheduled dates, to ascertain whether captured runoff drains within 72 hours following the event. Ponded water inside the system (as visible from the observation well) after several dry days often indicates that the bottom of the system is clogged. If the water does not drain, then a qualified professional should be retained to determine the cause of apparent infiltration failure and recommend corrective action. Such corrective action should be immediately implemented by the homeowner. If depth of sediment is observed to be greater than 3” then the system should be cleaned. The homeowner shall contact a sewer and drain cleaning company to flood the system via pump truck so the water is forced back to the upstream cleanout where sediment can be vacuumed out.

Debris and Litter Removal Trash may collect in the BMP’s, potentially causing clogging of the facilities. All debris and litter shall be removed when necessary, and after each storm event. Sediment and debris collected from vacuuming and/or sweeping should be disposed of at a permitted waste disposal facility. Avoid disposing of this material on site, where it could be washed into the proposed subsurface infiltration systems.

Lawn Mowing All lawn mowing to take place will be done with a mulch mower so grass clippings will not be an issue.

Good Housekeeping Practices (in accordance with Standard 10 of the Stormwater Management Handbook to prevent illicit discharges)

Provisions for storing paints, cleaners, automotive waste and other potentially hazardous household waste products inside or under cover • All materials on site will be stored inside in a neat, orderly, manner in their appropriate

containers with the original manufacturer’s label. • Only store enough material necessary. Whenever possible, all of a product shall be

used up before disposing of container. • Manufacturer, local, and State recommendations for proper use and disposal shall be

followed.

Vehicle washing controls • A commercial car wash shall be used when possible. Car washes treat and/or recycle

water. • Cars shall be washed on gravel, grass, or other permeable surfaces to allow filtration to

occur. • Use biodegradable soaps. • A water hose with a nozzle that automatically turns off when left unattended.

Requirements for routine inspection and maintenance of stormwater BMPs • See Inspection and Maintenance Measures after Construction.

Spill prevention and response plans • Spill Control Practices shall be in conformance with the guidelines set forth in the

National Pollutant Discharge Elimination System (NPDES) Stormwater Pollution Prevention Plan (SWPPP)

Provisions for maintenance of lawns, gardens, and other landscaped areas • Grass shall not be cut shorter than 2 to 3 inches and mulch clipping should be left on

lawn as a natural fertilizer. • Use low volume water approaches such as drip-type or sprinkler systems. Water plants

only when needed to enhance root growth and avoid runoff problems. • The use of mulch shall be utilized where possible. Mulch helps retain water and

prevents erosion. Requirements for storage and use of fertilizers, herbicides and pesticides • Fertilizers used will be applied only in the minimum amounts recommended by the

manufacturer. Once applied, fertilizer will be worked into the soil to limit exposure to storm water. Storage will be in a covered shed. The contents of any partially used bags of fertilizer will be transferred to a sealable plastic bin to avoid spills.

• Do not fertilize before a rainstorm. • Consider using organic fertilizers. They release nutrients more slowly.

• Pesticides shall be applied on lawns and gardens only when necessary and applied only in the minimum amounts recommended by the manufacturer.

Pet waste management • Scoop up and seal pet wastes in a plastic bag. Dispose of properly, in the garbage.

Provisions for solid waste management • All solid waste shall be disposed of or recycled in accordance with local town

regulations.

Snow disposal and plowing plans relative to Resource Area • Snow shall be plowed and stored on gravel, grass, or other permeable surfaces to allow

filtration to occur. • Once snow melts all sand salt and debris shall be extracted from surface and properly

disposed of. • Snow shall not be disposed of in any resource area or waterbody. • Avoid disposing snow on top of storm drain catchbasins or stormwater drainage swale.

Winter Road Salt and/or Sand use and storage restrictions • Sand storage piles should be located outside the 100-year buffer zone and shall be

covered at all times. No salt to be stored or used on site. • Alternative materials, such as sand or gravel, should be used in especially sensitive

areas.

Roadway and Parking Lot sweeping schedule • Pavement sweeping shall be conducted at a frequency of not less than once per year. • Removal of any accumulated sand, grit, and debris from driveway after the snow melts

shall be completed shortly after snow melts for the season. Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the event of a spill or discharges to or near critical areas or from LUHPPL

Not Applicable

Training for staff or personnel involved with implementing Long-Term Pollution Prevention Plan

To be determined by the owner. List of Emergency contacts for implementing Long-Term Pollution Prevention Plan

To be determined by the owner.

Applicant’s Certification

I certify under penalty of law that I have read, understand and agree to abide by the practices outlined in this document. Signed:______________________________ Date:________________ 12 Summit Road, LLC

Contractor’s Certification

I certify under penalty of law that I have read, understand and agree to abide by the practices outlined in this document. Signed:______________________________ Date:________________ Contractor

STORMWATER MANAGEMENT CONSTRUCTION PHASE

INSPECTION SCHEDULE AND EVALUATION CHECKLIST

PROJECT LOCATION: 12 Summit, Lexington, MA WEATHER: ________________________ Inspection

Date Inspector Area Inspected Required Inspection Frequency if BMP Comments Recommendation

Follow-up Inspection Required

(yes/no)

Filtermitt Weekly and After Major Storm Events

Construction Tracking Pad

Weekly and After Major Storm Events

Area/Trench Drains Weekly and After Major Storm Events

Subsurface Infiltration System

Weekly and After Major Storm Events

(1) Refer to the Massachusetts Stormwater Handbook, Volume Two: Stormwater Technical Handbook (February 2008) for

recommendations regarding frequency for inspection and maintenance of specific BMP’s. (2) Inspections to be conducted by a qualified professional such as an environmental scientist or civil engineer. Limited or no use of sodium chloride salts, fertilizers or pesticides recommended. Other notes: (Include deviations from: Con. Comm. Order of Conditions, PB Approval, Construction Sequence and Approved Plan) Stormwater Control Manager: ____________________________________________________

STORMWATER MANAGEMENT AFTER CONSTRUCTION

INSPECTION SCHEDULE AND EVALUATION CHECKLIST

PROJECT LOCATION: 12 Summit Road, Lexington, MA WEATHER: ________________________ Inspection

Date Inspector Area Inspected Required Inspection Frequency if BMP Comments Recommendation

Follow-up Inspection Required

(yes/no)

Water Quality Units Bi-annually and After Major Storm Events

Area/Trench Drain Bi-annually and After Major Storm Events

Isolator Rows Bi-annually and After Major Storm Events

Subsurface Infiltration System

Bi-annually and After Major Storm Events

(3) Refer to the Massachusetts Stormwater Handbook, Volume Two: Stormwater Technical Handbook (February 2008) for

recommendations regarding frequency for inspection and maintenance of specific BMP’s. (4) Inspections to be conducted by a qualified professional such as an environmental scientist or civil engineer. Limited or no use of sodium chloride salts, fertilizers or pesticides recommended. Other notes: (Include deviations from: Con. Comm. Order of Conditions, PB Approval, Construction Sequence and Approved Plan) Stormwater Control Manager: ____________________________________________________

12 SUMMIT ROAD PUBLIC BENEFIT DEVELOPMENT DEFINITIVE ...

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