Pittman Lakes Dam No 2 Reservoir Report

Last Updated: December 5, 2025

Pittman Lakes Dam No 2, also known as Jade Lake Dam, is a private earth dam located in Village Springs, Alabama.


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Summary

Built in 1962, the dam serves primarily for recreational purposes and is situated along the Gurley Creek. With a structural height of 32 feet and a hydraulic height of 30 feet, the dam has a storage capacity of 333 acre-feet and a maximum discharge rate of 553 cubic feet per second.

Despite its recreational focus, Pittman Lakes Dam No 2 has a high hazard potential, indicating the potential risk it poses in case of failure. The dam is not currently rated for its condition, and there is a lack of information regarding its emergency action plan and risk assessment. While it is not under state jurisdiction or regulation, the dam's location and design make it a notable structure for water resource and climate enthusiasts interested in the impact of private dams on water management in Alabama.

The dam's presence along the Gurley Creek and its significant storage capacity make it an important feature to monitor for potential risks and safety measures. Its history, design, and purpose offer insights into the intersection of private ownership and recreational use with the need for effective dam management and safety protocols in the face of changing climate conditions and water resource management challenges.

Year Completed

1962

Dam Length

510

River Or Stream

GURLEY CREEK

Primary Dam Type

Earth

Hydraulic Height

30

Nid Storage

333

Structural Height

32

Hazard Potential

High

Nid Height

32
       
Seasonal Comparison

Weather Forecast

Dam Data Reference

Condition Assessment

Satisfactory
No existing or potential dam safety deficiencies are recognized. Acceptable performance is expected under all loading conditions (static, hydrologic, seismic) in accordance with the minimum applicable state or federal regulatory criteria or tolerable risk guidelines.
Fair
No existing dam safety deficiencies are recognized for normal operating conditions. Rare or extreme hydrologic and/or seismic events may result in a dam safety deficiency. Risk may be in the range to take further action. Note: Rare or extreme event is defined by the regulatory agency based on their minimum
Poor A dam safety deficiency is recognized for normal operating conditions which may realistically occur. Remedial action is necessary. POOR may also be used when uncertainties exist as to critical analysis parameters which identify a potential dam safety deficiency. Investigations and studies are necessary.
Unsatisfactory
A dam safety deficiency is recognized that requires immediate or emergency remedial action for problem resolution.
Not Rated
The dam has not been inspected, is not under state or federal jurisdiction, or has been inspected but, for whatever reason, has not been rated.
Not Available
Dams for which the condition assessment is restricted to approved government users.

Hazard Potential Classification

High
Dams assigned the high hazard potential classification are those where failure or mis-operation will probably cause loss of human life.
Significant
Dams assigned the significant hazard potential classification are those dams where failure or mis-operation results in no probable loss of human life but can cause economic loss, environment damage, disruption of lifeline facilities, or impact other concerns. Significant hazard potential classification dams are often located in predominantly rural or agricultural areas but could be in areas with population and significant infrastructure.
Low
Dams assigned the low hazard potential classification are those where failure or mis-operation results in no probable loss of human life and low economic and/or environmental losses. Losses are principally limited to the owner's property.
Undetermined
Dams for which a downstream hazard potential has not been designated or is not provided.
Not Available
Dams for which the downstream hazard potential is restricted to approved government users.