Construction Funding The Process of Real Estate Development Appraisal and Finance 4th Edition by Nathan Collier, Courtland Collier, Don Halperin 0470259930 9780470259931

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ISBN 10: 0470259930 

ISBN 13: 9780470259931

Author: Nathan S. Collier, Courtland A. Collier, Don A. Halperin

The Fourth Edition of the classic Construction Funding acquaints professionals and students alike with the critical tools needed for developing any successful real estate venture. Using a case example of an actual apartment development, Construction Funding walks the reader through each phase of the project, offering invaluable guidance on selecting markets, rating sites, choosing construction professionals, raising capital, understanding financing options, and mastering cash flow management.

Table of contents:

1 Rainwater as the Resource
1.1 The Water Balance as a Guide for Sustainable Design
1.2 The Water Balance by Region
1.3 Arid Environments: The Southern California Model
The Energy Demand for Water in Southern California
1.4 The Altered Water Balance and Hydrologic Impacts
Imperviousness
Increased Volume of Runoff
1.5 The Impacts of Development on the Hydrologic Cycle
Reduced Groundwater Recharge
Reduced Stream Base Flow
Altered Stream Channel Morphology
Water Supply Impacts
1.6 The Historic Approach: Detention System Design
1.7 Stormwater Volume Methodologies

2 Stormwater Hydrology and Quality
2.1 Overland Flow: The Beginning of Runoff
2.2 Regional Hydrology
Wetlands
First-Order Streams
2.3 Stormwater Volume
2.4 The Water Quality Impacts of Land Development
Increased Pollutants in Urban Runoff
2.5 The Chemistry of Urban Runoff Pollution
2.6 Understanding Pollutant Transport in Stormwater
Stormwater Quantity and Quality
Particulates
Solutes

3 Land as the Resource
3.1 Historic Patterns of Land Development
3.2 Sustainable Site Design
3.3 Watershed Setting and Physical Context
3.4 Smart Growth Issues
Changes Related to Development
3.5 Conflict between Desired Land Use and Sustainability
3.6 Physical Determinants of Land Development
Geology
Physiography
Topography
Soil and Subsurface Conditions
3.7 Urban Communities with Combined Sewer Overflows
End of the Sewer
Other Urban Infrastructure
3.8 The Living Building and Zero Net Water Use

4 The Planning Process for LID
4.1 Sustainable Site Planning Process with Stormwater Management
Guideline 1: Understand the Site
Guideline 2: Apply LID Conservation Design
Guideline 3: Manage Rainfall Where It Originates
Guideline 4: Design with Operation and Maintenance in Mind
Guideline 5: Calculate Runoff Volume Increase and Water Quality Impacts
4.2 Overview of the Site Design Process for LID

5 The Legal Basis for LID: Regulatory Standards and LID Design Criteria
5.1 The Land–Water Legal Process
Common Law
Federal Water Quality Law
Federal Land Use Law
5.2 The Evolution of Land Development Regulation
5.3 The Regulatory Framework
Pennsylvania Land Use Law
Pennsylvania Water Law
California Land Use Law
California Water Law
5.4 Stormwater Management Regulations
Volume Control
Volume Control Criteria
Volume Control Guideline
Peak-Rate Control Guideline
Water Quality Protection Guideline
Stormwater Standards for Special Areas
Legal Implications of Green Infrastructure

6 LID Design Calculations and Methodology
6.1 Introduction to Stormwater Methodologies
6.2 Existing Methodologies for Runoff Volume Calculations
Runoff Curve Number Method
Small Storm Hydrology Method
Infiltration Models for Runoff Calculations
Urban Runoff Quality Management
6.3 Existing Methodologies for Peak-Rate/Hydrograph Estimates
The Rational Method
The NRCS (SCS) Unit Hydrograph Method
6.4 Computer Models
The HEC Hydrologic Modeling System
The SCS/NRCS Models: WinTR-20 and WinTR-55
The Stormwater Management Model
The Source Loading and Management Model
Continuous Modeling
6.5 Precipitation Data for Stormwater Calculations
6.6 Accounting for the Benefits of LID: Linking Volume and Peak Rate
6.7 Recommended LID Stormwater Calculation Methodology
Methods Involving No Routing
Methods Involving Routing
6.8 Nonstructural BMP Credits

7 Design of LID Systems
7.1 Nonstructural Measures
Impervious Surface Reduction
Limitation of Site Disturbance
Site Design with Less Space
7.2 Structural Measures
7.3 Pervious Pavement with an Infiltration or Storage Bed
Types of Porous Pavement
Description and Function
Pervious Bituminous Asphalt
Pervious Portland Cement Concrete
Pervious Paver Blocks
Reinforced Turf
Other Porous Surfaces
Potential Applications
Pervious Pavement Walkways (Concrete and Asphalt)
Rooftop and Impervious Area Connections
Water Quality Mitigation
7.4 Bioremediation
Rain Garden: Design and Function
Primary Components of a Rain Garden System
7.5 Vegetated Roof Systems
Design and Function
Design Elements of a Vegetated Roof System
Types of Vegetated Roof Systems
Dual Media with a Synthetic Retention Layer
Potential Applications
7.6 Capture–Reuse
Rain Barrels and Cisterns
Vertical Storage

8 Structural Measures: Construction, Operation, and Maintenance
8.1 Porous Pavement Systems
Construction
Storage/Infiltration Bed Dimensions
Construction Staging
Operation and Maintenance
Vacuuming
Restoration of Porous Pavements
Cost of Porous Pavement
8.2 Bioremediation Systems
Rain Gardens
Construction of a Rain Garden
Maintenance of Rain Gardens
Cost of Rain Gardens
Vegetated Roof Systems
Construction of a Vegetated Roof
Maintenance of Vegetated Roofs
Cost of Vegetated Roofs
8.3 Capture–Reuse Systems
Construction
Volume Reduction
Peak-Rate Mitigation
Water Quality Mitigation

Appendix A: The Stormwater Calculation Process
Appendix B: Case Studies
B.1 The Transition from Research to Practice
B.2 Manuals
B.3 LID Manual for Michigan (2008)
B.4 Models and Watershed Studies
B.5 Design and Construction Projects

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Tags: Nathan Collier, Courtland Collier, Don Halperin, Construction