BIO FABRIC CELERATOR
1
FOOTPRINT:960 sq ft SECTION FOR PRESBY SYSTEM H20 LOADING (RESERVE AREA) NOTES: 1 STABILIZATION FABRIC TO BE MIRAFI 600X OR EQUAL 2 INSTALLATION/RETROFIT TO BE DONE BY A PRESBY QUALIFIED AND LICENSED CONTRACTOR. NOTES: 1. VENTING IS ESTABLISHED THROUGH SUCTION (CHIMNEY EFFECT) CREATED BY THE DRAW OF AIR FROM THE HIGH VENT, WHICH DRAWS AIR INTO THE LOW VENT AT THE LEACH FIELD THEN THROUGH THE SEPTIC TANK AND EXHAUSTED THROUGH THE (HIGH) ROOF VENT. 2. REFER TO TYPICAL DISPOSAL BED DETAIL AND PROFILE FOR SPECIFIC ELEVATIONS. 3. ROOF VENT FOR NEW HOUSE TO BE 3" MINIMUM IN ACCORDANCE WITH PRESBY SYSTEM REQUIREMENTS. PRESBY ADVANCED ENVIRO-SEPTIC SYSTEM DETAILS NTS LOW VENT (AIR INLET) 3" MIN. ROOF VENT (HIGH VENT, EXHAUST - CREATES SUCTION) PVC SANITARY TEE INLET BAFFLE WITH OPEN TOP PVC BAFFLE NOTES: 1. EFFLUENT FILTER (IF USED) MUST BE PROPERLY MAINTAINED TO ENSURE ADEQUATE AIR FLOW. 2. DO NOT USE CHARCOAL FILTERS ON VENTS. THEY CAN RESTRICT AIR FLOW. GRAVITY SYSTEM AIR FLOW PVC SANITARY TEE OUTLET BAFFLE WITH OPEN TOP NTS 10' MIN. BETWEEN HIGH AND LOW VENTS 3" MIN 12" 6" MIN 4" MIN SYSTEM SAND SYSTEM SAND (C-33 SAND) 1' MIN. PIPE BED WIDTH SAND BED WIDTH PLACE MIN. 3" OF SYSTEM SAND OVER AES PIPES. PLACE NO BARRIERS OVER THE SYSTEM SAND. VENT TO 3' ABOVE FINAL GRADE CROWN TO SHED WATER 1' MIN. SKIMMER TABS CROSS SECTION EFFLUENT SCUM SLUDGE BIO-ACCELERATOR FABRIC (AES) ONLY GEO-TEXTILE FABRIC COARSE FIBERS (AES & ES ONLY) RIDGES ® C I R B A F R O T A R E L E C C A - O I B AIR SPACE ® SEWN SEAM (ALWAYS UP) C:\RR Proj\Proj\Mt Olive\Chmiel 24 Camp Pulaski Road\Septic Oct 12 2021.dwg, 10/26/2021 11:03:48 AM, DWG To PDF.pc3
Transcript of BIO FABRIC CELERATOR
FOOTPRINT:960 sq ft
SECTION FOR PRESBY SYSTEM H20 LOADING (RESERVE AREA)
NOTES:
1 STABILIZATION FABRIC TO BE MIRAFI 600X OR EQUAL
2 INSTALLATION/RETROFIT TO BE DONE BY A PRESBY QUALIFIED
AND LICENSED CONTRACTOR.
NOTES:1. VENTING IS ESTABLISHED THROUGH SUCTION (CHIMNEY EFFECT) CREATED BY THE
DRAW OF AIR FROM THE HIGH VENT, WHICH DRAWS AIR INTO THE LOW VENT AT THELEACH FIELD THEN THROUGH THE SEPTIC TANK AND EXHAUSTED THROUGH THE(HIGH) ROOF VENT.
2. REFER TO TYPICAL DISPOSAL BED DETAIL AND PROFILE FOR SPECIFIC ELEVATIONS.3. ROOF VENT FOR NEW HOUSE TO BE 3" MINIMUM IN ACCORDANCE WITH PRESBY
SYSTEM REQUIREMENTS.
PRESBY ADVANCED ENVIRO-SEPTIC SYSTEM DETAILSNTS
LOW VENT(AIR INLET)
3" MIN. ROOF VENT (HIGH VENT,EXHAUST - CREATES SUCTION)
PVC SANITARY TEEINLET BAFFLE
WITH OPEN TOP
PVC BAFFLE
NOTES:1. EFFLUENT FILTER (IF USED) MUST BE PROPERLY MAINTAINED TO ENSURE ADEQUATE AIR FLOW.
2. DO NOT USE CHARCOAL FILTERS ON VENTS. THEY CAN RESTRICT AIR FLOW.
GRAVITY SYSTEM AIR FLOW
PVC SANITARY TEE OUTLETBAFFLE WITH OPEN TOP
NTS
10
' MIN
. BE
TW
EE
N H
IGH
AN
D L
OW
VE
NT
S
3" MIN
12"
6" MIN
4" MINSYSTEM SAND
SYSTEM SAND (C-33 SAND)
1' MIN.PIPE BED WIDTH
SAND BED WIDTH
PLACE MIN. 3" OF SYSTEM SAND OVERAES PIPES. PLACE NO BARRIERS
OVER THE SYSTEM SAND.VENT TO 3' ABOVE
FINAL GRADE
CROWN TOSHED WATER
1' MIN.
SKIMMER TABS
CROSS SECTION
EFFLUENT
SCUM
SLUDGE
BIO-ACCELERATORFABRIC (AES) ONLY
GEO-TEXTILEFABRIC
COARSE FIBERS(AES & ES ONLY)
RIDGES
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CIRBAFROTARELECCA-OIB
AIR SPACE
®
SEWN SEAM(ALWAYS UP)
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CENTERLINE OF PSE & G TOWERS
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1 STORY BRICK AND FRAME DWELLING
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TAX BLOCK 400 TAX LOT 5
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N 01°35'40" E
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210.54'
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S 79°10'22" E
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291.22'
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S 40°36'03" E
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96.20'
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S 56°59'55" W
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101.28'
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N 66°18'13" E
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81.99'
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N 55°47'30" W
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121.05'
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N 43°09'16" W
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168.84'
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N 78°25'05" W
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293.19'
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SHED
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WOOD BRIDGE
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STREAM
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STREAM
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PSE & G CO. UTILITY R.O.W.
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IRON PIPE FOUND
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IRON PIPE FOUND
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IRON PIPE FOUND
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WELL
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DECK ABOVE
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CONCRETE WALKWAY
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FFE: 991.79'
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GFE: 991.50
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ASPHALT DRIVEWAY
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GRAVEL DRIVE
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UP
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UP
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UP
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BM AT PK ELEVATION: 1003.61
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PER DEED BOOK 2928, PG 127
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TRENCH DRAIN
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SCALE: 1'=30"
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1004
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1004
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1002
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X 990'
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T-1
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NEW 1,000 GALLON SEPTIC TANK/APPROXIMATE EXISTING TANK (EXISTING TANK TO BE REMOVED SEE NOTE 22)
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NEW DISPOSAL FIELD 18'x36' (648 SF) (SEE DISPOSAL FIELD PLAN)
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SILT FENCE
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RR TIE WALL
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T-2
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100% RESERVE AREA
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10 LF 4" PVC @ S=0.02 FT/FT
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12 LF 4" PVC @ S=0.02 FT/FT
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25' TO T.O.B.
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EXISTING HOUSE TO REMAIN
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EXISTING WELL TO REMAIN
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100'
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SYSTEM INTAKE VENT
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150'
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WOODED
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WOODED
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APPROX. HOUSE
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WOODED
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WOODED
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150'
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150'
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WOODED
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CAMP PULASKI RD
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150'
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NEW GAZEEBO - RETEST AIR VENTS AS REQUIRED
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STAKE OUT PROPERTY LINE REMOVE PORTIONS OF DRIVEWAY ON ADJACENT PROPERTY
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PROPOSED GARAGE (SLAB ON GRADE)
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SEE PAVEMENT SECTION FOR INSTALLATION OF PRESBY SYSTEM UNDER DRIVEWAY
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REMOVE SHED
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PROPOSED DRIVEWAY
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HIGH VENT
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SECURELY FASTENED TO THE POSTS USING A SYSTEM CONSISTING OF METAL
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FASTENERS (NAILS OR STAPLES) AND A HIGH STRENGTH REINFORCEMENT MATERIAL
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THE GEOTEXTILE FABRIC. THE FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM
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THE POST. THE FABRIC SHALL INCORPORATE A DRAWSTRING IN THE PORTION OF THE
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(NYLON WEBBING, GROMMETS, WASHERS ETC.) PLACED BETWEEN THE FASTENER AND
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FENCE FOR ADDED STRENGTH.
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%%USILT FENCE DETAIL
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3. A GEOTEXTILE FABRIC, RECOMMENDED FOR SUCH USE BY THE MANUFACTURER,
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SHALL BE BURIED AT LEAST 6 INCHES DEEP IN THE GROUND. THE FABRIC
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SHALL EXTEND AT LEAST 2 FEET ABOVE THE GROUND. THE FABRIC MUST BE
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1. FENCE POSTS SHALL BE SPACED 8 FT. CENTER-TO-CENTER OR CLOSER.
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THEY SHALL EXTEND AT LEAST 2 FEET INTO THE GROUND AND EXTEND
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AT LEAST 2 FEET ABOVE GROUND. POSTS SHALL BE CONSTRUCTED OF
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HARDWOOD WITH A MINIMUM DIAMETER THICKNESS OF 1 1/2 INCHES.
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2. A METAL FENCE WITH 6 INCH OR SMALLER OPENINGS AND AT LEAST
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2 FEET HIGH MAY BE UTILIZED, FASTENED TO THE FENCE POSTS, TO
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PROVIDE REINFORCEMENT AND SUPPORT TO THE GEOTEXTILE FABRIC
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WHERE SPACE FOR OTHER PRACTICES IS LIMITED AND HEAVY SEDIMENT
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LOADING IS EXPECTED.
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REQUIREMENTS FOR SILT FENCE:
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N.T.S.
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DIG 6" DEEP TRENCH,
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BURY BOTTOM FLAP,
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TAMP IN PLACE
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2'-0" (MIN.)
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6"
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6"
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FENCE POST
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(SPACING 8'-0" O.C.)
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FASTENER AND FABRIC
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FABRIC SECURED TO POST
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W/METAL FASTENERS AND
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REINFORCEMENT BETWEEN
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DRAWSTRING RUNNING THROUGH
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FABRIC ALONG TOP OF FENCE
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ACCUMULATION
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SILT
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2'-0" (MIN)
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1.0' EDGE SPACING ALL AROUND
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INSPECTION PORT, 4" PERFORATED PIPE W/ SCREW OFF CAP EXTEND PIPE FROM INFILTRATION LEVEL TO GRADE (TYP. OF 4)
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NEW DISPOSAL FIELD 36' x 18' AREA = 648 SF
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4" DIA. PVC FM FROM SEPTIC TANK
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N.T.S.
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%%UDISPOSAL FIELD PLAN
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N.T.S.
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%%USEPTIC SYSTEM PROFILE
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DISPOSAL FIELD 12" PRESBY PIPE @ 3.75' O.C. PIPE INV. = 980.3
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3.75' (TYP.)
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RAISED CONNECTION (SEE DETAIL)
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5 ROWS X 34 LF. PER ROW OF 12" PRESBY AES PIPE INSTALLED PER PRESBY ENVIRONMENTAL, INC. SPECIFICATIONS
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FINAL GRADE 982.2 +/-
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NEW 1,000 GAL. SEPTIC TANK INV. IN = 980.8 INV. OUT = 980.5
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36'
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18'
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12 LF OF 4" SC. 40PVC @ S=0.02 FT/FT
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FINAL GRADE 982.5 +/-
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SYSTEM VENT (SEE DETAIL)
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10 LF 4" PVC @ S=0.02 FT/FT
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4" INV. OUT 981.0
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EXISTING HOUSE FIN. FLOOR 983.2
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SOIL DATA SOIL LOG: T-1 (EL. 981.5) 0-6" TOPSOIL 6"-96" TAN BROWN SANDY LOAM SUB-ANGULAR BLOCKY, DRY, LOOSE, 5% COBBLES, (10YR 7 / 6) NO MOTTLES OR GWT LEDGE AT 96" (EL. 973.5) T-2 (EL. 980.5) 0-6" TOPSOIL 6"-96" TAN BROWN SANDY LOAM SUB-ANGULAR BLOCKY, DRY, LOOSE, 5% COBBLES, (10YR 7 / 6) NO MOTTLES OR GWT LEDGE AT 96" (EL. 972.5) SOIL SUITABILITY: IISr SOIL PERMEABILITY: 6-20 MIN/IN (K4 IMPORTED FILL) SOIL SAMPLE AT 48"-60" FROM T-1 (K-3 PER LAB TESTING) SOIL LOGS BY ROBERT ROSELLI, PE AND SUSAN DOWNER, MT. OLIVE HEALTH DEPARTMENT MARCH 29, 2019
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DESIGN DATA DAILY FLOW (NJAC 7:9A-7.4) NUMBER OF HOUSE BEDROOMS = 3 DESIGN FLOW = 200 GPD (FIRST BR) 150 GPD PER BR AFTER DESIGN FLOW = 200 + 2(150) = 500 GPD DISPOSAL FIELD AREA (NJAC 7:9A-10.2) PERMEABILITY = 6-20 MIN/IN (AT LEVEL OF INFILTRATION) REQUIRED FIELD AREA = 1.233 SF/GPD FOR ALTERNATIVE SYSTEM (TABLE 10.2(e)) REQUIRED FIELD AREA = 500 GPD * 1.233 SF/GPD = 617 SF AREA PROVIDED = 36' X 18' = 648 SF PER PRESBY MANUAL PIPE LOADING RATE=3 GPD/LF PIPE= 500 / 3 = 167 LF PROVIDE 5 ROWS * 34' PER ROW = 170 LF SETPIC TANK (NJAC 7:9A-8.2) 250 GAL. PER BEDROOM REQUIRED REQUIRED CAP. = 3(250) = 750 GAL. PROVIDE 1,000 GAL. SEPTIC TANK
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GENERAL NOTES 1. EXISTING SPTIC SYSTEM TO BE PROPERLY ABANDONED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. CONTRACTOR TO NOTIFY ENGINEER OF ANY ALTERATIONS TO THIS DESIGN DUE TO THE EXISTING SEPTIC SYSTEM. 2. STABILIZE ALL SLOPES; SLOPES TO BE 3:1 MAX. STABILIZE ALL SLOPES; SLOPES TO BE 3:1 MAX. 3. ALL PIPES TO TANKS TO BE HDPE OR SCHEDULE 40 PVC SLOPED AT 0.02 FT PER ALL PIPES TO TANKS TO BE HDPE OR SCHEDULE 40 PVC SLOPED AT 0.02 FT PER FT MINIMUM. 4. DWELLING SERVICED BY PRIVATE WELL. DWELLING SERVICED BY PRIVATE WELL. 5. ALL TANKS AND DISTRIBUTION BOXES TO BE PRECAST CONCRETE AS PER ALL TANKS AND DISTRIBUTION BOXES TO BE PRECAST CONCRETE AS PER PEERLESS CONCRETE OR EQUAL. 6. NO WELLS WITHING 100' OF NEW SEPTIC AND NO CASED WELLS OR EXISTING NO WELLS WITHING 100' OF NEW SEPTIC AND NO CASED WELLS OR EXISTING SEPTICS WITHIN 50' OF NEW SEPTIC. 7. HEALTH DEPARTMENT AND DESIGN ENGINEER TO HAVE MINIMUM 1 WEEK NOTICE HEALTH DEPARTMENT AND DESIGN ENGINEER TO HAVE MINIMUM 1 WEEK NOTICE PRIOR TO STARTING CONSTRUCTION OF NEW SEPTIC 8. DESIGN ENGINEER TO PROVIDE AS-BUILT DRAWING OF COMPLETED SEPTIC SYSTEM DESIGN ENGINEER TO PROVIDE AS-BUILT DRAWING OF COMPLETED SEPTIC SYSTEM 9. ENGINEER NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS NOT ENCOUNTERED ENGINEER NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS NOT ENCOUNTERED DURING FIELD TESTS OR SHOWN ON SURVEY. 10. ALL SURROUNDING DWELLINGS ARE SERVICED BY PRIVATE WELL. ALL SURROUNDING DWELLINGS ARE SERVICED BY PRIVATE WELL. 11. THE ENGINEER'S LIABILITY WITH REGARD TO THIS SUBSURFACE SEWAGE DISPOSAL THE ENGINEER'S LIABILITY WITH REGARD TO THIS SUBSURFACE SEWAGE DISPOSAL SYSTEM TERMINATES UPON APPROVAL OF THE LOCAL AUTHORITY UNLESS THE ENGINEER IS CONTRACTED TO INSPECT AND SUPERVISE THE INSTALLATION OF THE SAME. THE ENGINEER IS TO BE NOTIFIED AT LEAST 48 HOURS PRIOR TO INSPECTIONS IF REQUIRED. THE ENGINEER IS ALSO TO BE NOTIFIED BY THE OWNER OR CONTRACTOR OF ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS AND OF ANY CHANGES. 12. SYSTEM TO BE STAKED OUT PRIOR TO CONSTRUCTION. SYSTEM TO BE STAKED OUT PRIOR TO CONSTRUCTION. 13. CONTRACTOR TO VERIFY INVERTS OF EXISTING PIPE OUTLETS FROM BOTH CONTRACTOR TO VERIFY INVERTS OF EXISTING PIPE OUTLETS FROM BOTH STRUCTURES TO ENSURE GRAVITY FLOW TO SEPTIC TANK 14. THERE ARE NO WETLANDS OR WETLAND TRANSITION AREAS WITHIN 150 FEET OF THERE ARE NO WETLANDS OR WETLAND TRANSITION AREAS WITHIN 150 FEET OF NEW SEPTIC 15. ALL SOIL DISTURBANCE WITHIN 300 FEET OF CATEGORY 1 WATER QUALIFIES AS A ALL SOIL DISTURBANCE WITHIN 300 FEET OF CATEGORY 1 WATER QUALIFIES AS A PERMIT BY RULE SINCE IT OCCURS IN A PREVIOUSLY DISTURBED AREA. 16. SEPTIC SYSTEM REPAIR QUALIFIES FOR NJAC 7:13A PERMIT BY RULE 4,10 AND 39 SEPTIC SYSTEM REPAIR QUALIFIES FOR NJAC 7:13A PERMIT BY RULE 4,10 AND 39 17. NO EJECTOR PUMPS ARE PROPOSED IN ANY BUILDING. NO EJECTOR PUMPS ARE PROPOSED IN ANY BUILDING. 18. PORTIONS OF THE EXISTING SEPTIC SYSTEM ENCOUNTERED SHALL BE PROPERLY PORTIONS OF THE EXISTING SEPTIC SYSTEM ENCOUNTERED SHALL BE PROPERLY DISPOSED AND THE SECTION BACKFILLED WITH COMPACTED SILTY CLAY SOILS. 19. CONTRACTOR TO BE PROPERLY LICENSED BY MT. OLIVE TOWNSHIP. CONTRACTOR TO BE PROPERLY LICENSED BY MT. OLIVE TOWNSHIP. 20. THE DESIGN ENGINEER MUST CERTIFY WATER TIGHTNESS OF ALL NEW TANKS. THE DESIGN ENGINEER MUST CERTIFY WATER TIGHTNESS OF ALL NEW TANKS. 21. REVIEW OF FEMA FLOOD INSURANCE RATE MAP PANEL 340353 0002 B EFFECTIVE REVIEW OF FEMA FLOOD INSURANCE RATE MAP PANEL 340353 0002 B EFFECTIVE DATE MAY 5, 1985 INDICATES NO FLOOD HAZARD ELEVATION DATA IS AVAILABLE FOR THIS LOT. 22. ALL ABANDONED SEPTIC TANKS, PUMP TANKS, DRY WELLS AND CESSPOOLS SHALL ALL ABANDONED SEPTIC TANKS, PUMP TANKS, DRY WELLS AND CESSPOOLS SHALL BE PUMPED OUT BY A LICENSED WASTE HAULER AND RECEIPTS PROVIDED AS PROOF OF PROPER DISPOSAL. TANKS, STRUCTURES, ETC. NOT REMOVED TO BE FILLED WITH GRANULAR MATERIAL OR CRUSHED AND THE AREAS FILLED WITH GRANULAR SOIL AND COMPACTED AS REQUIRED. 23. ENGINEER RECOMMENDS THAT WATER CONSERVATION DEVICES BE INSTALLED IN ENGINEER RECOMMENDS THAT WATER CONSERVATION DEVICES BE INSTALLED IN DWELLING. THE OWNER, BY LIMITING WATER USAGE, HAS THE ULTIMATE CONTROL OVER THE SATISFACTORY OPERATION OF THE SEPTIC SYSTEM. 24. FILL USED IN DISPOSAL FIELD SHALL BE LIGHTLY COMPACTED IN 1 FT. LIFTS IN FILL USED IN DISPOSAL FIELD SHALL BE LIGHTLY COMPACTED IN 1 FT. LIFTS IN ACCORDANCE WITH NJAC 7:9A 10.4 (f) 3. 25. THE ELECTRICAL AND PLUMBING WORK IS NOT INSPECTED BY THE ENGINEER. THE THE ELECTRICAL AND PLUMBING WORK IS NOT INSPECTED BY THE ENGINEER. THE OWNER OR CONTRACTOR TO OBTAIN THE PROPER PERMITS FROM THE BUILDING DEPT. 26. ANY TREES WITHIN 10' OF PROPOSED SEPTIC SHALL BE REMOVED. ANY TREES WITHIN 10' OF PROPOSED SEPTIC SHALL BE REMOVED. 27. AT LEAST 3 BUSINESS DAYS BEFORE CONSTRUCTION BEGINS, THE CONTRACTOR AT LEAST 3 BUSINESS DAYS BEFORE CONSTRUCTION BEGINS, THE CONTRACTOR SHALL CALL GARDEN STATE UNDERGROUND 1-800-272-1000 TO LOCATE EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICTS FOUND. 31. CONTRACTOR TO OBTAIN ALL PERMITS PRIOR TO BEGINNING WORK. 32. ALL MATERIALS AND WORK TO CONFORM TO NJAC 7:9A AND LOCAL. HEALTH CODE. SELECT FILL FOR ZONE OF TREATMENT TO MEET NJAC 7:9A-10.1(f) 4. 33. NO WATER SOFTENERS, POOL BACKWASH OR GARBAGE GRINDERS TO BE DRAINED TO THE SEPTIC SYSTEM. 34. BACKFILLING FOR FINAL GRADING, SHALL BE SEEDED, OR OTHERWISE STABILIZED IN A MANNER ACCEPTABLE TO THE ADMINISTRATIVE AUTHORITY. 35. SYSTEM TO BE MAINTAINED IN ACCORDANCE WITH NJAC 7:9 A CHAPTER 12 AND AS NOTED ON THIS PLAN.
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EXISTING GRADE 981.7
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PROPOSED GRADE 982.1
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LEVEL OF INFILTRATION
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N.T.S.
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%%UTYPICAL DISPOSAL FIELD DETAIL (SRB)
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EXISTING MATERIAL TO REMAIN
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ZONE OF DISPOSAL EXISTING K3 MATERIAL
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ZONE OF TREATMENT SUITABLE K4 FILL (18" FOR ALTERNATIVE SYSTEM)
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33" K4 MATERIAL TOTAL (SEE NOTE 1)
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4" MIN. -18" MAX. BACKFILL
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BOTTOM OF ZONE OF TREATMENT 978.8
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LATERAL INV. 980.3
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SELECT FILL NOTES: 1. SUITABLE K4 FILL TO BE ASTM C-33 SAND IN SUITABLE K4 FILL TO BE ASTM C-33 SAND IN CONFORMANCE WITH NJAC 7:9A 10.1 f (4) 2. PERMEABILITY = 6-20 INCHES/HOURPERMEABILITY = 6-20 INCHES/HOUR
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12" PRESBY AES PIPES (5 TOTAL)
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EXISTING GRADE 982.1
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PROPOSED GRADE 982.5
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BOTTOM OF ZONE OF DISPOSAL 974.8
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BOTTOM OF SOIL LOG 1 973.5 (8.0 FT.)
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1'-3' TO EXISTING GRADE
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LEVEL OF INF. 979.8
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1.0' EDGE SPACING ALL AROUND
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DB5138 PG152
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%%uSIDE VIEW
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LEVEL
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NTS
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OFFSET ADAPTER
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ELBOW LEVEL WITH TOP OF OFFSET ADAPTER
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RANDOMLY ORIENTED FIBER MAT
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GEOTEXTILE FIBER WRAP
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ADVANCED ENVIRO-SEPTIC PIPE
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PIPE
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GEO-TEXTILE FABRIC
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%%UPLAN VIEW
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(NO SCALE)
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RAISED ADAPTERS
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INLET
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TO VENT
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RANDOMLY ORIENTED FIBER MAT
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ROWS AS NEEDED
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2"-4"
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OFFSET ADAPTER
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RANDOMLY ORIENTED FIBER MAT
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GEOTEXTILE FIBER WRAP
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ENVIRO-SEPTIC PIPE
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4" LOW VENT ATTACHED TOEND OF LAST ROW
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SCREEN OPENING
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SLOPE
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SYSTEM SAND
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CLEAN SAND FILL
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LOAM AND SEED ALL FINAL GRADES. NO DEEP ROOTED PLANT MATERIALS ON SYSTEM OR OVERFILL AREAS.
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2"-4"
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TYPICAL LOW VENT CONNECTION FOR SERIAL DISTRIBUTION
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%%USECTION VIEW
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NTS
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NTS
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N.T.S.
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%%UTYPICAL 12" HDPE AES LATERAL PIPE
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NOTES: 1. SYSTEM TO BE PRESBY ADVANCED ENVIRO SYSTEM TO BE PRESBY ADVANCED ENVIRO SEPTIC (AES) 2. REFER TO PRESBY DESIGN AND INSTALLATION REFER TO PRESBY DESIGN AND INSTALLATION SPECIFICATIONS FOR FULL SYSTEM DETAILS
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1
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1
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1
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RR
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RR
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RR
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10.18.21
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as shown
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chaim
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SEPTIC SYSTEM ALTERATION PLAN
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CHAIM RESIDENCE
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24 CAMP PULASKI ROAD
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BLOCK 400 LOT 5
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MT. OLIVE TWP., MORRIS COUNTY, NJ
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DESIGNER:
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CHECK BY:
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DRAWN BY:
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PROJECT NO.:
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REVISION
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OR TO WHOM IT IS CERTIFIED.
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THIS DRAWING AND ALL INFORMATION CONTAINED
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HEREIN IS AUTHORIZED FOR USE ONLY BY THE
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PARTY FOR WHOM THE WORK WAS CONTRACTED
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THIS DRAWING MAY NOT BE COPIED, REUSED,
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DISCLOSED, DISTRIBUTED OR RELIED UPON FOR
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ANY OTHER PURPOSE WITHOUT THE WRITTEN
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CONSENT OF ROBERT ROSELLI, PE
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DATE
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DATE:
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APPROVED
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SCALE:
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N.J. LIC. NO. 42542
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ROBERT ROSELLI, P.E.
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ROBERT ROSELLI, PE
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SHEET OF
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DRAWING NO:
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TEL: (201) 993-0781 email: [email protected]
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213 ROUTE 100, KATONAH, NY 10536
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PO BOX 837, MAHWAH, NJ 07430
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%%ULEGEND
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EXISTING CONTOUR
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EXISTING SPOT ELEVATION
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T/W
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B/W
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BOTTOM OF WALL
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TOP OF WALL
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PROPOSED CONTOUR
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PROPOSED SPOT ELEVATION
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100.0
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X 87.65
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%%USEPTIC SITE PLAN
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%%ULOCATION PLAN
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%%USOILS MAP
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NTS
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NTS
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SURVEY NOTES 1. BOUNDARY AND TOPOGRAPHIC SURVEY BY PAX BOUNDARY AND TOPOGRAPHIC SURVEY BY PAX SURVEYING, WILLIAM J. MANNING, PLS FOR BLOCK 400 LOT 5 24 CAMP PULASKI ROAD, MT. OLVE DATED MARCH 20, 2019. 2. DATUM NAVD 88. DATUM NAVD 88. 3. ALL KNOWN EASEMENTS ARE SHOWN.ALL KNOWN EASEMENTS ARE SHOWN.
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SOIL LOG
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100
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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30
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30
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60
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30
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120
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15
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100
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X
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T-1
