A. 
The purpose of this article is:
(1) 
To establish and define the public improvements which will be required to be constructed by the subdivider as conditions for final plat approval.
(2) 
To establish procedures for assuring compliance with these requirements.
B. 
Every subdivider shall be required to install the public and other improvements listed in §§ 395-51 through 395-57 in accordance with the public intent and the conditions and specifications noted.
It shall be the responsibility of the owner of every proposed subdivision to have prepared by a registered engineer, or registered land surveyor, a complete set of construction plans, including profiles, cross sections, specifications and other supporting data, for the hereinafter required public streets, utilities and other facilities. All construction plans shall be prepared in accordance with the following public improvement standards or specifications as approved by the appropriate officials.
Monuments shall be placed at all block corners, angle points, points of curves in streets, and at intermediate points as shall be required by the Township Engineer. Monuments shall also be placed at any point of directional change in lot boundary lines. The monuments shall be of such permanent material, size and length as may be approved by the Township Engineer. The pins shall be of such size and length as approved by the Township Engineer, but not less than 2 1/2 feet in length.
The requirements with respect to the grading and construction of streets, roads, lanes, alleys, curbs and sidewalks set forth upon subdivision plans shall be in conformity with "Bethel Township Road and Street Specifications" adopted by the Board of Township Supervisors.
All drainage facilities shall be installed and the land graded for adequate drainage as shown on the final plan. A detailed plan of storm drainage, culverts, drains and inlets shall be required.
A. 
Where an approved sanitary sewer is accessible to the development, all necessary mains and laterals for connection from the lots to the system, as shown on the preliminary plan, shall be installed by the subdivider.
B. 
The subdivider shall provide the highest type of sewage disposal facility consistent with existing physical, geographical and geological conditions. The following types of sanitary sewage disposal facilities are listed in order of desirability:
(1) 
Public sanitary sewer and treatment plant system.
(2) 
Community sanitary sewer and temporary sewage treatment plant.
(3) 
Capped sewers with temporary on-lot facilities.
(4) 
Septic tank with tile field or septic tank with seepage pit, depending on results of soil tests and subsoil investigation.
C. 
Soil percolation tests to determine the suitability of the soil for on-lot sewage disposal facilities must be performed for all new subdivisions where buildings are not to be connected to live public or community sanitary sewers at the time of construction.
(1) 
Such tests shall be supervised and certified by a registered professional engineer. Where the approval of the Pennsylvania Department of Health is required, a copy of its report of investigation and approval of the proposed sewage disposal system may be submitted in lieu of certification by an engineer.
(2) 
The results of such tests shall be accompanied by a description of subsoil strata to a depth of four feet greater than the proposed effluent disposal field or seepage pit. These data shall be obtained from test borings at or near the site of each percolation test hole.
(3) 
Where possible, such tests shall be performed at or near the site of the proposed sewage disposal facility for each lot according to the specifications of the Pennsylvania Department of Health or as outlined in the "Manual of Septic Tank Practice," U. S. Department of Health, Education and Welfare.
(4) 
The results of such tests shall be evaluated individually for each lot in the light of information from test borings and topographic features at each respective test hole location.
D. 
All lots in any new subdivision that cannot be connected to a live public or community sanitary sewer system at the time of building construction shall be provided with an on-site sewage disposal system consisting of a septic tank or tanks connected with the following:[1]
(1) 
Tile disposal field, wherever test results indicated that this is a desirable system.
[1]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. I).
E. 
The design of proposed on-site sewage disposal facilities shall as a minimum requirement meet the standards set up by the State Department of Environmental Protection for the conditions found at each individual site, and shall be consistent with the Plumbing Code of Bethel Township[2] and the sanitation code of Pennsylvania Act 537.[3]
[2]
Editor's Note: See Ch. 155, Construction Codes, Uniform.
[3]
Editor's Note: See 35 P.S. § 750.1 et seq.
F. 
In all cases wherein trunk line sanitary sewer facilities are available, the owner shall be required to install sanitary sewers and connect the same to the trunk line sewer, irrespective of the size of the lots included on said plan. If such facilities are not available, such sewers, together with all necessary laterals extending from the main sewer to the street curb, shall be installed and capped. In such event, the owner shall also install on-site disposal units, provided that they are so located as to permit easy and the least expensive connections to the sewer, when it becomes usable.
[Amended 10–8-1978 by Ord. No. 79; 1-12-1988 by Ord. No. 101]
G. 
All water mains and lines and required fire hydrants as indicated on the approved preliminary plan shall be installed from each lot in the subdivision to and connected with the municipal supply.
H. 
Where no public water is accessible, water must be furnished by the developer on an individual lot basis. If wells are installed on each lot and the lot also contains its own sewage disposal facilities, the well shall be of the drilled type cased and grout sealed into bedrock. The well will be required to have a production of not less than five gallons per minute as established by bailer tests, certified by the well driller. Before being placed in consumer use it will be disinfected by the use of sodium hypochlorite or other acceptable solution and a sample collected for bacteriologic examination by an approved state laboratory. A copy of the analysis shall be submitted to the Board of Township Supervisors certifying that the water is safe for domestic use.
Street name signs conforming to Township specifications shall be erected and painted in accordance with said specifications at all street intersections or junctions in all subdivisions at the expense of the subdivider.
The owner shall install, or cause to be installed, at the owner's expense such streetlighting facilities as may be deemed adequate and as may be prescribed at the time the subdivision plan is approved, and the owner shall pay the cost of operating said streetlights until such time as the street or streets upon which said lights are installed shall be accepted by resolution of the Board of Township Supervisors and consented to by the Court of Common Pleas, as a part of the public road system of the Township, or until the Board condemns such street or streets for use as a public street.
[1]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. I).
Wherever the site is not naturally wooded, the subdivider may be required to plant street trees of not less than 2 1/2 inches caliper as measured six inches above the ground within the right-of-way and at not more than 50 feet apart as measured along each side of the street. For the purpose of these regulations, street trees are limited to the following: Moraine Honey Locust, Little Leaf European Linden, Pin Oak, Scarlet Oak, London Plane Tree, Red Oak, Columnar-type Maples, Sugar Maple, Norway Maple and Sweet Gum.