2584

COUNTY LOCAL LAWS

EXPIRATION OF THE PRESCRIBED PERIOD.

(II) WHEN, UPON REVIEW OF THE

APPLICATION, THE APPROVING AUTHORITY IS CONVINCED THAT
THE PROPOSED DESIGN IS INADEQUATE, OR SOIL AND
GEOLOGICAL CONDITIONS ARE SUCH AS TO PRECLUDE SAFE AND
PROPER OPERATIONS OF THE DESIRED INSTALLATION (S) , A
PERMIT TO PROCEED WITH CONSTRUCTION SHALL BE DENIED."

(28)   "SECTION 1600.3.1 DESIGN

THE DESIGN OF THE INDIVIDUAL SEWAGE

DISPOSAL SYSTEM MUST TAKE INTO CONSIDERATION LOCATION
WITH RESPECT TO WELLS OR OTHER SOURCES OF WATER
SUPPLY, TOPOGRAPHY, WATER TABLE, SOIL CHARACTERISTICS,
AREA AVAILABLE, AND MAXIMUM OCCUPANCY OF THE BUILDING
AND FACILITIES REQUIRING WATER USAGE."

(29)   "SECTION 1600.3.3 SANITARY SEWAGE

THE SYSTEM SHALL BE DESIGNED TO

RECEIVE ALL SANITARY SEWAGE, INCLUDING LAUNDRY WASTE
FROM THE BUILDING, AND BACKWASH EFFLUENT FROM SWIMMING
POOL WHEN APPROPRIATE. DRAINAGE FROM EASEMENT FLOOR,
FOOTING OR ROOFS SHALL NOT ENTER THE SYSTEM."

(30)   "SECTION 1600.5.1

(A) WHEN SUBSURFACE IRRIGATION IS

CONTEMPLATED, TEST PIT SHALL BE PREPARED ONE FOOT (1')
SQUARE BUT NOT LESS THAN TWO FOOT (2¹) DEEP. AT THE
TIME OF CONDUCTING THE PERCOLATION TEST FOR A DRYWELL,
A CLEAN HOLE ONE FOOT (1') SQUARE AND ONE FOOT (1')
DEEP SHALL BE PREPARED IN THE BOTTOM OF THE TEST PIT."

(31)   "SECTION 1600.8.3 DEPTH BELOW GRADE

THE TOP SHALL BE NOT MORE THAN TWELVE

INCHES (12") BELOW FINISHED GRADE, UNLESS OTHERWISE
PERMITTED BY THE APPROVING AUTHORITY."

(32) "TABLE 1600.8.4 DESIGN OF SEEPAGE PIT
COVERS

				REINFORCING	STEEL
			COVER	REQUIRED IN	TWO
PIT	PIT WALL	COVER	WGT.	PERPENDICULAR
DIAMETER	THICKNESS	THICK-	(LBS.)	DIRECTIONS
		NESS