SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE
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FEET OF 10-10-10 OR EQUIVALENT WITH 50%%% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST
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INDICATES OTHERWISE AND INCORPORATED INTO THE SURFACE 4 INCHES. IF FERTILIZER IS NOT
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INCORPORATED, APPLY ONE-HALF THE RATE DESCRIBED ABOVE DURING SEEDBED PREPARATION
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AND REPEAT ANOTHER ONE-HALF RATE APPLICATION OF THE SAME FERTILIZER WITHIN 3 TO 5
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WEEKS AFTER SEEDING.
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B. WORK LIME AND FERTILIZER INTO THE TOPSOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4
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C. HIGH ACID PRODUCING SOIL. SOILS HAVING A PH OF 4 OR LESS OR CONTAINING IRON
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SULFIDE SHALL BE COVERED WITH A MINIMUM OF 12 INCHES OF SOIL HAVING A PH OF 5 OR
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MORE BEFORE INITIATING SEEDBED REPARATION. SEE STANDARD FOR MANAGEMENT OF HIGH
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ACID-PRODUCING SOILS FOR SPECIFIC REQUIREMENTS.
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INCHES WITH A DISC, SPRING-TOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL
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HARROWING OR DISKING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE
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TILLAGE UNTIL A REASONABLE UNIFORM SEEDBED IS PREPARED.
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BASED,HYDROPHILIC MATERIALS WHEN MIXED WITH WATER FORMULATES A GEL AND
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WHEN APPLIED TO MULCH UNDER SATISFACTORY CURING CONDITIONS WILL FORM
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MEMBRANED NETWORKS OF INSOLUBLE POLYMERS. THE VEGETABLE GEL SHALL BE
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PHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTOTOXIC EFFECT OR IMPEDE
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GROWTH OF TURFGRASS. USE AT RATES AND WEATHER CONDITIONS AS
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RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH MATERIALS. MANY NEW
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PRODUCTS ARE AVAILABLE, SOME OF WHICH MAY NEED FURTHER EVALUATION FOR
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USE IN THIS STATE.
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WHEN DILUTED AND FOLLOWING APPLICATION TO MULCH, DRYING AND CURING
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SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN WATER. IT SHALL BE APPLIED
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AT RATES RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY UNTIL
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GERMINATION OF GRASS. NOTE: ALL NAMES GIVEN ABOVE ARE REGISTERED TRADE
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NAMES. THIS DOES NOT CONSTITUTE A COMMENDATION OF THESE PRODUCTS TO
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THE EXCLUSION OF OTHER PRODUCTS.
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1. THE FREEHOLD SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED FORTY-EIGHT (48) HOURS
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IN ADVANCE OF ANY LAND DISTURBING ACTIVITY.
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2. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY
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MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL
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PERMANENT PROTECTION IS ESTABLISHED.
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3. ANY CHANGES TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLANS WILL
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REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS TO THE
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DISTRICT FOR RE-CERTIFICATION. THE REVISED PLANS MUST MEET ALL CURRENT STATE SOIL
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EROSION AND SEDIMENT CONTROL STANDARDS.
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4. IN THAT N.J.S.A. 4:24-39 ET. SEQ. REQUIRES THAT NO CERTIFICATES OF OCCUPANCY BE
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ISSUED BEFORE THE DISTRICT DETERMINES THAT A PROJECT OR PORTION THEREOF IS IN FULL
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COMPLIANCE WITH THE CERTIFIED PLAN AND STANDARDS FOR SOIL EROSION AND SEDIMENT
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CONTROL AND A REPORT OF COMPLIANCE HAS BEEN ISSUED. UPON WRITTEN REQUEST FROM
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THE APPLICANT , THE DISTRICT MAY ISSUE A REPORT OF COMPLIANCE WITH CONDITIONS ON A
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LOT-BY-LOT OR SECTION-BY-SECTION BASIS , PROVIDED THAT THE PROJECT OR PORTION
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THEREOF IS IN SATISFACTORY COMPLIANCE WITH THE SEQUENCE OF DEVELOPMENT AND
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TEMPORARY MEASURES FOR SOIL EROSION AND SEDIMENT CONTROL HAVE BEEN IMPLEMENTED,
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INCLUDING PROVISIONS FOR STABILIZATION AND SITE WORK .
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5. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN SIXTY (60) DAYS, AND
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NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING.
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IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER, THE DISTURBED
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AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF 2 TO
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2-1/2 TONS PER ACRE, ACCORDING TO THE STANDARD FOR STABILIZATION WITH MULCH
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ONLY.
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6. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL
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CRITICAL AREAS SUBJECT TO EROSION (I.E. SOIL STOCKPILES, STEEP SLOPES
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AND ROADWAY EMBANKMENTS) WILL RECEIVE TEMPORARY SEEDING IN
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COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AND A
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MULCH ANCHOR, IN ACCORDANCE WITH STATE STANDARDS.
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7. A SUB-BASE COURSE WILL BE APPLIED IMMEDIATELY FOLLOWING ROUGH GRADING AND
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INSTALLATION OF IMPROVEMENTS TO STABILIZE STREETS, ROADS, DRIVEWAYS, AND PARKING
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AREAS. IN AREAS WHERE NO UTILITIES ARE PRESENT, THE SUB-BASE SHALL BE INSTALLED
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WITHIN FIFTEEN (15) DAYS OF THE PRELIMINARY GRADING.
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8. THE STANDARD FOR STABILIZED CONSTRUCTION ACCESS REQUIRES THE INSTALLATION OF A
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PAD OF CLEAN CRUSHED STONE AT POINTS WHERE TRAFFIC WILL BE ACCESSING THE
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CONSTRUCTION SITE. AFTER INTERIOR ROADWAYS ARE PAVED, INDIVIDUAL LOTS REQUIRE A
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STABILIZED CONSTRUCTION ACCESS CONSISTING OF ONE INCH TO TWO INCH (1"-2") STONE
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FOR A MINIMUM LENGTH OF TEN FEET (10') EQUAL TO THE LOT ENTRANCE WIDTH. ALL OTHER
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ACCESS POINTS SHALL BE BLOCKED OFF.
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9. ALL SOIL WASHED, DROPPED, SPILLED, OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR
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ONTO PUBLIC RIGHT-OF-WAYS WILL BE REMOVED IMMEDIATELY.
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10. PERMANENT VEGETATION IS TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN
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(10) DAYS AFTER FINAL GRADING.
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11. AT THE TIME THAT SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING
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TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO
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SUPPORT ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR TREATED IN SUCH A
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WAY THAT IT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE
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FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT
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PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF PERMANENT GROUND
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STABILIZATION WILL HAVE TO BE EMPLOYED.
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12. IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOILS,
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ANY SOIL HAVING A PH OF 4 OR LESS OR CONTAINING IRON SULFIDES SHALL BE ULTIMATELY
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PLACED OR BURIED WITH LIMESTONE APPLIED AT THE RATE OF 10 TONS/ACRE, (OR 450
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LBS/1,000 S.F. OF SURFACE AREA ) AND COVERED WITH A MINIMUM OF TWELVE (12) INCHES
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OF SETTLED SOIL WITH A PH OF 5 OR MORE, OR 24" WHERE TREES OR SHRUBS ARE TO BE
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PLANTED.
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13. CONDUIT OUTLET PROTECTION MUST BE INSTALLED AT ALL REQUIRED OUTFALLS PRIOR TO THE
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DRAINAGE SYSTEM BECOMING OPERATIONAL.
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14. UNFILTERED DEWATERING IS NOT PERMITTED. NECESSARY PRECAUTIONS MUST BE TAKEN
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DURING ALL DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. ANY DEWATERING
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METHODS USED MUST BE IN ACCORDANCE WITH THE STANDARD FOR DEWATERING.
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15. SHOULD THE CONTROL OF DUST AT THE SITE BE NECESSARY, THE SITE WILL BE SPRINKLED
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UNTIL THE SURFACE IS WET, TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED OR
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MULCH SHALL BE APPLIED AS REQUIRED BY THE STANDARD FOR DUST CONTROL.
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C.
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A. SEED WITH PERENNIAL RYEGRASS AT A RATEOF 100 LB/AC. OR 1 LB./ 1,000 SF TO AN.
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OPTIMUM SEED DEPTH OF 0.5 INCHES ( TWICE THE DEPTH FOR SANDY SOILS) DURING MARCH 1
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TO MAY 15 AND AUGUST 15 TO OCTOBER 1 (NOTE: SUMMER SEEDING PERMITTED IF SOIL
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MOISTURE IS ADEQUATE OR IF IRRIGATION IS PROVIDED).
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BALES PLACED ON CONTOUR
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WIRE OR NYLON CORD BOUND
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2X2 STAKES, 1 1/2" TO 2" IN GROUND
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2 RE-BAR STEEL PICKETS OR
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PREVIOUSLY LAID BALE
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ANGLE FIRST STAKE TOWARD
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4" FACE
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FLOW
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BOTTOM FLAP, TAMP IN PLACE
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BETWEEN FASTENER AND FABRIC
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FASTENERS AND REINFORCEMENT
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FABRIC SECURED TO POST WITH METAL
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8 FT. ON CENTERS
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6.0 "
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DIG 6" DEEP TRENCH,BURY
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6.0 "
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2.0' MIN.
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FABRIC ALONG TOP OF FENCE
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2.0' MIN.
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DRAWSTRING RUNNING THROUGH
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MIN. POST DIAMETER
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THICKNESS OF 1 1/2"
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136
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124
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122
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L
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C
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TO ENTRAP SEDIMENT
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AFTER EXCAVATION
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BASE IMMEDIATELY
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APPLY STONE SUB-
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Setback
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132
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130
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128
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921
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ACE WATER FROM SITE
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DIVERT UPLAND SURF-
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AND STABILIZE TO
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STOCKPILE TOPSOIL
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AND DISTURBANCE
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LIMIT OF GRADING
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134
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128
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130
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132
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134
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138
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25' LONG STABILIZED
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CONST. ENTRANCE
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EXCAVATED AREA
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Roadway
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SILT BARRIER
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(SEE PLAN VIEW)
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EXISTING
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GROUND
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R.O.W.
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CLEAN STONE
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MIN. 6", THICK 1"-2"
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PROVIDE APPROPRIATE
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TRANSITION BETWEEN
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STABILIZED CONSTRUCTION
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ENTRANCE AND PUBLIC R.O.W.
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PROFILE
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(SEE PLAN)
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STABILIZED CONSTR. ENTRANCE
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(SEE PLAN)
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EXISTING
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GROUND
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PLAN VIEW
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COMPACTED
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SUBGRADE
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R.O.W.
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35'R
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CLEAN STONE
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MIN. 6", THICK 1"-2"
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AFTER STOCKPILING
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SEED IMMEDIATELY
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2. ALL INACTIVE STOCKPILES THAT WILL BE UNUSED
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& SEDIMENT CONTROL STANDARDS OF NEW JERSEY.
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STABILIZED IN ACCORDANCE WITH SOIL EROSION
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TIME OF CONSTRUCTION. STOCKPILES WILL BE
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1. LOCATION OF STOCKPILES TO BE DETERMINED AT
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FOR 14 OR MORE DAYS SHALL BE TEMPORARILY
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NOTE:
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NOTE:
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SILT FENCE
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DOWNGRADE
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(SEE DETAIL)
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STABILIZED UNTIL EARTHWORK OPERATIONS
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RESUME.
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AFTER SEEDING, FIRMING THE SOIL TO A DEPTH OF NOT LESS THAN 4" WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY, AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL BE MAXIMIZED.
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CONSTRUCTION SEQUENCE
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NOTE THAT THE TOP SOIL WILL BE FIRMED TO A DEPTH OF NO LESS THAN 4". THE TOP SOIL WILL
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NOT BE PLACED UNTIL THE SOIL DE-COMPACTION REQUIREMETS HAVE BEEN MET, WHERE APPLICABLE.
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Soil Compaction Testing Requirements 1. Subgrade soils prior to the application of topsoil (see permanent seeding and prior to the application of topsoil (see permanent seeding and (see permanent seeding and stabilization notes for topsoil requirements) shall be free of excessive compaction to a depth of 6.0 inches to enhance the establishment of permanent vegetative cover. 2. Areas of the site which are subject to compaction testing and/or mitigation are graphically denoted on the certified soil erosion control plan if scarifying is not on the certified soil erosion control plan if scarifying is not included in the sequence of construction. 3. Compaction testing locations are denoted on the plan if scarifying is not included in Compaction testing locations are denoted on the plan if scarifying is not included in are denoted on the plan if scarifying is not included in the sequence of construction. A copy of the plan or portion of the plan shall be used to mark locations of tests, and attached to the compaction remediation form, available from the local soil conservation district. This form must be filled out and submitted prior to receiving a certificate of compliance from the district. 4. In the event that testing indicates compaction in excess of the maximum thresholds indicated for the simplified testing methods (see details below), the contractor/owner shall have the option to perform either (1) compaction mitigation over the entire mitigation area denoted on the plan (excluding exempt areas), or (2) perform additional, more detailed testing to establish the limits of excessive compaction whereupon only the excessively compacted areas would require compaction mitigation. Additional detailed testing shall be performed by a trained, licensed professional. A. Probing Wire Test (see detail) B. Hand-held Penetrometer Test (see detail) C .Tube Bulk Density Test (licensed professional engineer required D. Nuclear Density Test (licensed professional engineer required) Note: Additional testing methods which conform to ASTM standards and specifications, and which produce a dry weight, soil bulk density measurement may be allowed subject to District approval. Soil compaction testing is not required if/when subsoil compaction remediation if/when subsoil compaction remediation (scarification/tillage (6" minimum depth) or similar) is proposed as part of the sequence of construction. Procedures shall be used to mitigate excessive soil compaction prior to placement of prior to placement of topsoil and establishment of permanent vegetative cover. and establishment of permanent vegetative cover. Restoration of compacted soils shall be through deep scarification/tillage (6" minimum depth) where there is no danger to underground utilities (cables, irrigation systems, where there is no danger to underground utilities (cables, irrigation systems, etc.). In the alternative, another method as specified by a New Jersey Licensed Professional Engineer maybe substituted subject to District Approval.
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FINAL GRADE TO BOTTOM OF SEED BED, LANDSCAPE BED OR SOD BED. TOP SOIL, MULCH, AND SEED OR INSTALL LANDSCAPING IN DISTURBED AREAS.
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9.
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IF APPLICABLE, EITHER SCARIFY 6" OF BED SURFACE OR TEST SOIL COMPACTION.
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%%UNOTE
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: SOIL SHOULD BE MOIST
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BUT NOT SATURATED. DO NOT
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TEST WHEN SOIL IS EXCESSIVELY
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DRY OR SUBJECT TO FREEZING
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TEMPERATURES. SLOW STEADY
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DOWNWARD PRESSURE USED TO
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ADVANCE THE WIRE.
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%%U* WIRE MAY BE RE-INSERTED
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%%UIF/WHEN AN OBSTRUCTION
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%%U(ROCK, ROOT, DEBRIS) IS
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%%UENCOUNTERED.
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%%URECORD DEPTH OF PENETRATION WHEN
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%%UWIRE DEFORMS: MINIMUM DEPTH OF 6"
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%%UTO PASS TEST. EITHER PREMEDITATE OR
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%%UPERFORM THE NEXT TEST.
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6" MIN. VISIBLE MARK ON WIRE AT DEPTH.
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18"-21"
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%%UNOTE
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: SOIL SHOULD BE MOIST BUT NOT
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SATURATED. DO NOT TEST WHEN SOIL IS
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EXCESSIVELY DRY OR SUBJECT TO FREEZING
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TEMPERATURES. SLOW STEADY DOWNWARD
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PRESSURE USED TO ADVANCE THE WIRE.
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MEASURE DEPTH WHEN GAGE READING
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REACHES 300 PSI OR DEPTH OF 6"
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%%U* PENETROMETER MAY BE
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%%URE-INSERTED IF/WHEN AN
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%%UOBSTRUCTION (ROCK, ROOT,
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%%UDEBRIS) IS ENCOUNTERED.
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%%U6" MIN. VISIBLE MARK
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%%UON WIRE AT DEPTH.
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%%UGAGE READING 300 PSI
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%%UOR LESS AT 6"
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DATE
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SCALE
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DRAWN
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CHECKED
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SHEET
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OF
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POCKET
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FILE
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DWG. NO.
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C
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D
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DATE
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DESCRIPTION
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NO
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XREF:
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CAD FILE:
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.
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CERTIFICATE OF AUTHORIZATION NO. 24GA27989300
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Civil & Environmental Engineers
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Professional Planners Surveyors Landscape Architects
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12 ROBBINS PKWY.
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AT WATER STREET
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TOMS RIVER, N.J. 08753
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Ph(732)244-0888
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100 RIKE DRIVE
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MILLSTONE TOWNSHIP, N.J. 08535
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Ph(609)448-5550
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6 7
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OLD BRIDGE TOWNSHIP
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MIDDLESEX COUNTY, NEW JERSEY
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5692
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5692-OBRP-DET.WG
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1"=30'
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9/15/19
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SH
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TAX MAP SHEET 8
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L.L.A. NJ LIC. NO. 21AS00046400
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RICHARD P. WIENER
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USE
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PLANTING RATE
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MIXTURE %%U#15:
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MIXTURE
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PLANTING DATE
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130 LBS./AC.
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RESIDENTIAL
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COMMERCIAL
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USE
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OPTIMAL: 8/15 - 10/15
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ACCEPTABLE: 3/1 - 4/30
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HARD FESCUE
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45 LBS./AC.
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CHEWING FESCU
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45 LBS./AC.
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STRONG & CREEPING RED FESCUE
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10 LBS./AC.
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PERENNIAL RYEGRASS.
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5/1 - 8/14
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USE
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WEEK 2
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WEEK 3
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WEEK 3
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WEEK 3
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WEEK 3
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WEEK 50
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WEEK 51
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WEEK 1
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WEEK 4
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WEEK 8
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WEEK 9
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WEEK 13
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WEEK 14
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WEEK 22
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WEEK 23
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WEEK 48
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WEEK 48
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WEEK 49
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2" FA-BC-1 SURF. CSE
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4" BIT. STAB. BSE CSE.
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4" DENSE GRADED AGGREGATE
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SUBGRADE *
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* ALL SUBGRADE MATERIAL IS TO BE FIRM , UNYIELDING AND APPROVED
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BY THE TOWNSHIP ENGINEER. AT THE DIRECTION OF THE TOWNSHIP ENGINEER,
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UNSUITABLE SUBGRADE MATERIAL SHALL BE REMOVED AND REPLACED WITH
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SUITABLE MATERIAL AND/OR UNDER DRAINS INSTALLED.
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SOIL COMPACTION TESTING AREAS
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RECOMMENDED SOIL COMPACTION TEST LOCATION (MINIMUM 2 PER ACRE)
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%%UNOTES:
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TESTING FOR EXCESSIVE SOIL COMPACTION APPLIES WHERE
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PERMANENT VEGETATION IS TO BE ESTABLISHED.
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EXCLUDED:
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1.
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AREAS WITHIN 20 FEET OF BUILDING
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AREAS OF 500 S.F. OR LESS OF CONTIGUOUS PERVIOUS AREA
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TOTAL AREA WHERE TESTING APPLIES IS 0.99 AC. 2 TESTS ARE REQUIRED FOR TESTING AREA UP TO 1 ACRE. THEREFORE 2 TESTS ARE REQUIRED UNLESS SCARIFICATION IS CONDUCTED.
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2.
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DRYWELL , INFILTRATION TRENCH
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AREAS OF 500 SF OR LESS OF CONTINUOUS AREA ( NOT REQUIRED TO BE TESTED)
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(SEE CALCULATION)
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SNOW FENCE
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(NO FLUSH CUTS) AND TREE PAINT SHALL NOT BE APPLIED.
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GREATER THAN CRITICAL
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ROOT RADIUS (CCR)
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PROTECTIVE
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%%UCCR CALCULATION:
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%%UTREE PROTECTION NOTES:
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1. TREE PROTECTION SHALL BE PROVIDED AROUND
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AROUND EXISTING TREES TO BE SAVED PRIOR TO
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ANY SITE DISTURBANCE. FENCE SHOULD BE INSTALLED
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BEYOND THE CRITICAL ROOT RADIUS (CCR) AS SHOWN
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ABOVE.
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2. BOARDS SHALL NOT BE NAILED TO TREES DURING
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CONSTRUCTION.
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3. FEEDER ROOTS SHALL NOT BE CUT IN AN AREA WITHIN
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CCR (ALSO KNOWN AS THE PROJECTED ROOT ZONE).
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4. DAMAGED TRUNKS OR EXPOSED ROOTS SHALL HAVE
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DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT
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SHALL BE APPLIED. EXPOSED ROOTS SHALL BE PRUNED
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AND COVERED WITH TOPSOIL IMMEDIATELY AFTER
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EXCAVATION IS COMPLETE. ADDITIONALLY, ROOTS SHALL
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BE IRRIGATED IF EXPOSED DURING HOT WEATHER.
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5. TREE LIMB REMOVAL, WHERE NECESSARY, WILL BE DONE
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AS NATURALLY TARGET PRUNING TO REMOVE THE DESIRED
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BRANCH AS CLOSE AS POSSIBLE TO THE BRANCH COLLAR
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1. MEASURE THE DIAMETER OF THE TREE 4.5 FEET THE TREE 4.5 FEET ABOVE GROUND ON THE UPHILL SIDE (DBH) IN INCHES.
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2. FOR OLDER, UNHEALTHY OR SENSITIVE SENSITIVE SPECIES: DBH x 1.5 = CCR (IN FEET)
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3. FOR YOUNGER, HEALTHY OR TOLERANT TOLERANT SPECIES: DBH x 1.0 = CCR (IN FEET)
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LIMIT OF DISTURBANCE AREA=1 AC.
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AREA OF NO DISTURBANCE
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TEST LOCATION
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LIMIT OF DISTURBANCE AREA=2 AC.
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TEST LOCATION
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DATE
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SCALE
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DRAWN
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CHECKED
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SHEET
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OF
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POCKET
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FILE
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DWG. NO.
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C
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D
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DATE
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DESCRIPTION
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NO
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XREF:
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CAD FILE:
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.
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CERTIFICATE OF AUTHORIZATION NO. 24GA27989300
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Civil & Environmental Engineers
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Professional Planners Surveyors Landscape Architects