schoolhouse lane
TRANSCRIPT
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288.57'
499.
55'
100' SIDE YAR
D SETBAC
K
100' SIDE YAR
D SETBAC
K
109.31'EXISTING2-STORY
DWELLINGF.F. 604.88
PROP. POLEBARN
(1,307 S.F.)
SANSAN
SANSAN
SANSAN
SAN
SANSAN
SAN
201.48'
254.
05'
45'
20'
22'
19'
22'
39'
81.2
4'
74.1
9'
255.04'
357.
70'
411.
13'
456.
19'
190.34'
172.60'
PROP. PAVILION(18' X 18')
PROP. POOLEQUIPMENT
PROP. POOL PATIO AREA(1,076 SF)
PROP. POOL(913 SF)
BOULDERS AS NEEDFOR PROP. WATERFALL (TYP.)
PROP. DRIVEWAYADDITION TO PROP. BARN(921 SF)
PROP. SLATE WALK TO EXIST.BASEMENT WALKOUT (31 SF)
PROP. WALK TOPROP. POOL AREA(251 SF)
EX. PAVED DRIVETO REMAIN (18,380 SF)
EX. GRAVEL WALKTO REMAIN (866 SF)
EX. SLATE WALKOUTTO REMAIN (181 SF)
EX. WELL
APPROXIMATE LOCATIONOF SEPTIC FIELD (V.I.F.)
APPROXIMATE LOCATIONOF SEPTIC TANK (V.I.F.)
EX. SLATE PATIO & DECKTO REMAIN (429 SF)
EX. GRAVEL FIRE PITAREA TO BE REMOVED
(1,532 SF)
EX. POOLTO BE REMOVED (201 SF)
PROP. SECOND STORYADDITION TO EX. STRUCTURE
EX. TREE LINE
WOODED AREA
PROP. FENCE
WOODED AREA
PROP. PATIO (246 SF) PROP. WALKWAY(128 SF)
100' FRONT YARD SETBACK
EX. WALKWAYS TO BEREMOVED (386 SF)
PORTION OF WALL TOBE REMOVED
EX. WALKWAYS TO BEREMOVED (46 SF)
PROP. SECONDSTORY DECK
EX. 3-LEVELDECK (1,230 SF)
EX. SLATE WALK TOREMAIN (226 SF)
29.19'
EX. SHED TO BEREMOVED (175 SF)
DATEBY
JOB NO.: 0119217
WAYNE J. INGRAM
N.J. P.E. NO. 24GB04258200
HUNTERDON COUNTY
FILENAME:
DATE:
CHECKED:
DESIGNED:
SCALE:
TITLE:
DRAWING NO.:
PROJECT:
DATEPROFESSIONAL ENGINEER
FAX. 908-238-9572PH. 908-238-0544140 WEST MAIN STREET
A PROFESSIONAL ASSOCIATION
HIGH BRIDGE, NJ 08829
NO.
AAP
ADR
CERTIFICATE OF AUTHORIZATION NO.: 24GA28021500 EXP. 8/31/2022
12 SCHOOLHOUSE LANEBLOCK 32 LOT 21.03
TOWNSHIP OF TEWKSBURY
REVISION
COPYRIGHT 2021 ENGINEERING & LAND PLANNING ASSOC., INC. ALL RIGHTSRESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITEDWITHOUT THE WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC. THIS DRAWING ISTHE SOLE PROPERTY OF ENGINEERING & LAND PLANNING ASSOC., INC. AND HAS BEEN PREPAREDSPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. IT IS NOT TO BE USED BY ANYOTHER PERSON OR FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OFENGINEERING & LAND PLANNING ASSOC., INC.
2/12/2020
07/28/2021
NEW JERSEY
NOTES:
1. THIS SET OF PLANS HAS BEEN PREPARED FOR THEPURPOSES OF MUNICIPAL AND AGENCY APPROVAL. THIS SET OFPLANS SHALL NOT BE UTILIZED FOR CONSTRUCTIONDOCUMENTS
07/28/21AA1 REVISED LAYOUT
1"=20'
SCALE:1":20'
Feet0 20 40
VARIANCE PLAN
TOWNSHIP OF TEWKSBURY ZONING REQUIREMENTSZONING DISTRICT HL - HIGHLANDS DISTRICT
REQUIRED EXISTING PROPOSED VARIANCE REQUESTED
MIN. LOT AREA (AC) 12 AC 13.171 AC 13.171 AC -
MIN LOT WIDTH (FT) 400 FT 490.99 FT 490.99 FT -
MIN. LOT DEPTH (FT) 300 FT 651.51 FT 651.51 FT -
MIN. BUILDING SETBACKS FROM PRINCIPAL STRUCTURE
FRONT YARD (FT) 100 FT 74.19 FT 74.19 FT ENC
ONE SIDE YARD (FT) 100 FT 109.31 FT 109.31 FT -
REAR YARD (FT) 50 FT 411.13 FT 357.70 FT -
MAX. BUILDING HEIGHT (PRINCIPAL) (FT) 35 FT <=35 FT <=35 FT -MAX. PERCENT OF IMPERVIOUS LOT
COVERAGE (%) 5% 5.05% 5.56% V
FLOOR AREA RATIO 0.023 0.009 0.009 -
(-) INDICATES NO VARIANCE IS REQUIRED
(ENC) INDICATES AN EXISTING NON-CONFORMING CONDITION
(V) INDICATES THAT A VARIANCE IS REQUIRED
01-VARIANCE.DWG
LEGEND:
PROPERTY LINE
SETBACK LINE
PROPOSED PAVEMENT
PROPOSED STRUCTURE
PROPOSED STONE SLAB WALK
15
SCALE 1"=600'TAX MAP SHEET 57 (BLOCK 32, LOT 23.01)ZONING MAP (DISTRICT HL - HIGHLANDS)
SCALE 1"=1,000'
SITE
500' RADIUS
HL
HL
GENERAL NOTES:
1. OWNER/APPLICANT:SHERRY, TODD M12 SCHOOLHOUSE LANELEBANON, NJ 08833(908)823-4367
2. TOPOGRAPHY AND BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM A PLAN ENTITLED "BOUNDARY ANDTOPOGRAPHIC SURVEY", PREPARED BY ENGINEERING & LAND PLANNING ASSOCIATES, INC., DATED 04/29/2021.
3. THESE PLANS ARE NOT TO BE USED AS SURVEYS. REFER TO REFERENCE SOURCES FOR BOUNDARY ANDTOPOGRAPHIC INFORMATION (NOTE # 2 ABOVE).
4. THE SUBJECT PARCEL, BLOCK 32, LOT 21.03 CONSISTS OF 573,732 S.F. (13.171 ACRES).
5. NO DEED RESTRICTIONS OR COVENANTS ARE PROPOSED FOR THE SITE..
6. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES OF MUNICIPAL AND AGENCY APPROVAL. THIS SET OFPLANS SHALL NOT BE UTILIZED FOR CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEENSATISFIED ON THE DRAWINGS AND EACH DRAWING HAS BEEN MARKED "ISSUED FOR CONSTRUCTION."
7. THE LOCATION, TYPE, LINE, SIZE, DEPTH, ETC. OF ALL EXISTING UTILITIES, ARE APPROXIMATE. LOCATION OF SERVICELATERALS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND AT HIS OWN EXPENSE PRIOR TO THE START OFCONSTRUCTION.
8. THERE ARE NO ENVIRONMENTALLY SENSITIVE AREAS LOCATED ON THE SITE.
9. NO NEW LIGHTS ARE PROPOSED FOR THIS PROJECT.
10. THERE IS NO TREE CLEARING ASSOCIATED WITH THIS PROJECT.
11. THIS PROPERTY IS LOCATED WITH THE HIGHLANDS PRESERVATION AREA AND IS EXEMPT PER EXEMPTION #5.
VARIANCES:
· 'C' VARIANCE REQUESTED FOR RELIEF ON REQUIREMENT THAT ALL LOTS HAVE A MAXIMUM IMPERVIOUS LOTCOVERAGE OF 5%.
· VARIANCE REQUESTED FOR AN EXISTING ACCESSORY STRUCTURE LOCATED OUTSIDE OF THE FRONT YARD SETBACK.· VARIANCE REQUESTED FOR THE DISTURBANCE OF STEEP/CRITICAL SLOPES.
OUTSIDE AGENCY APPROVALS:
1. TEWKSBURY TOWNSHIP LAND USE BOARD2. HUNTERDON COUNTY SOIL CONSERVATION DISTRICT3. GRADING AND SURFACE WATER MANAGEMENT PLAN4. TEWKSBURY TOWNSHIP ZONING DEPARTMENT5. TEWKSBURY TOWNSHIP CONSTRUCTION DEPARTMENT
200 FT CERTIFIED OWNERS' LISTBLOCK LOT PROPERTY OWNER ADDRESS
32 21.01 MICHAEL & ELIZABETH FIORILLO 2500 SPARROWBUSH LANEMANASQUAN, NJ 08736
32 21.02 BRUCE CUTLER & INGRID HUSTVEDT 10 SCHOOLHOUSE LANELEBANON, NJ 08833
32 21.05 KEVIN L & BARBARA J KELLY 54 WATER STREETLEBANON, NJ 08833
32 22.01 ALBERT N & BARBARA B OLSEN 9 SCHOOLHOUSE LANELEBANON, NJ 08833
32 22.03 JOHN TEVEBAUGH & ANNEPALASZEWSKI
7 SCHOOLHOUSE LANELEBANON, NJ 08833
32 22.04 JONATHAN N & STEPHANIE E OLSEN 11 HALSEY FARM ROADLEBANON, NJ 08833
32 23 ROBERT & GINA FERNANDES 11 SCHOOLHOUSE LANELEBANON, NJ 08833
32 25 HENRY J & CHARLOTTE POVALSKI PO BOX 494OLDWICK, NJ 08858
32 25.02 RAYMOND T & CHARLOTTE APOVALSKI
PO BOX 494OLDWICK, NJ 08858
32 25.03 MICHAEL & ZARELA ANTHONAVAGE 52 WATER STREETLEBANON, NJ 08833
REFERENCED PROPERTY AND THAT I CONSENT TO THE FILING
DATE OWNER _________________ _____________________________
I HEREBY CERTIFY THAT I AM THE PRESENT OWNER OF THE
OF THIS VARIANCE PLAN WITH THE ZONING BOARD OF ADJUSTMENT
DATE BOARD SECRETARY _________________ _____________________________
DATE BOARD ENGINEER
DATE BOARD CHAIRMAN _________________ _____________________________
_________________ _____________________________
OF THE TOWNSHIP OF TEWKSBURY
MUNICIPALITY
CERTIFICATIONS/APPROVALS
SITE
500' RADIUS
Feet0 600 1200200010000
Feet
IMPERVIOUS COVER CALCULATIONS
ITEMEXISTING
COVERAGE (S.F.)PERCENTAGE
(%)PROPOSED
COVERAGE (S.F.)PERCENTAGE
(%)
BUILDINGS 4,854 0.85 5,986 1.04
PAVED DRIVE 18,432 3.21 19,353 3.37
SLATE WALK 981 0.17 1,263 0.22
GRAVEL 2,398 0.42 866 0.15
RETAINING WALL 170 0.03 170 0.03
DECK 1,964 0.34 1,964 0.34
POOL 201 0.04 2,313 0.40
TOTAL 29,000 5.05 31,915 5.56
THIS PLAN IS HEREBY APPROVED BY THE ZONING BOARD OF
ADJUSTMENT OF THE TOWNSHIP OF TEWKSBURY, HUNTERDON
COUNTY.
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SCH
OO
LHO
USE LA
NE
BLOCK 32LOT 21.03
573,734 SQ.FT.13.171 AC.
LOT 23ROBERT & GINA
FERNANDES
LOT 22.01PETER & DEBORAH
OLSEN
LOT 25HENRY & CHARLOTTE
POVALSKI
LOT 25.03MICHAEL & ZARELA
ANTHONAVAGE
LOT 21.05KEVIN & BARBARA
KELLY
LOT 21.01MICHEL & ELIZABETH
FLORILLO
LOT 21.02BRUCE CUTLER
&INGRID HUSTVEDT
N 84°18'51" W261.01
N 0
6°00
'10"
E97
4.11
'
N 71°44'39" E121.92'
S 81°05'46" E333.00'
N 72°55'14" E
284.22'
S 72°58'00" W295.79'
N 80°59'31" W457.90'
S 06
°46'
04"
W12
69.8
2'
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N 0
7°38
'01"
E59
8.64
'
S 86°02'46" E485.61'
S 03°57'14" W301.61'
18.26'N 83°27'14" E
LOT 23
P.O.B.
50.00'S 04°10'56" W
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190.34'
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109.31'
171.86'
221.69'
411.
17'
GENERAL NOTES:
SURVEY REFERENCE:
25
COPYRIGHT 2021 ENGINEERING & LAND PLANNING ASSOC., INC. ALL RIGHTSRESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITEDWITHOUT THE WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC. THIS DRAWING ISTHE SOLE PROPERTY OF ENGINEERING & LAND PLANNING ASSOC., INC. AND HAS BEEN PREPAREDSPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. IT IS NOT TO BE USED BY ANYOTHER PERSON OR FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OFENGINEERING & LAND PLANNING ASSOC., INC.
NOTES:
1. THIS SET OF PLANS HAS BEEN PREPARED FOR THEPURPOSES OF MUNICIPAL AND AGENCY APPROVAL. THIS SET OFPLANS SHALL NOT BE UTILIZED FOR CONSTRUCTIONDOCUMENTS
AS SHOWN
SHERRYPOOL-0119217.DWG
JOB NO.: 0119217
HUNTERDON COUNTY NEW JERSEY
12 SCHOOLHOUSE LANEBLOCK 32 LOT 21.03
TEWKSBURY TOWNSHIP
FILENAME:
DATE:
CHECKED:
DESIGNED:
SCALE:
TITLE:
DRAWING NO.:
PROJECT:
DATE
FAX. 908-238-9572PH. 908-238-0544140 WEST MAIN STREET
A PROFESSIONAL ASSOCIATION
HIGH BRIDGE, NJ 08829
PV
WJI
01/31/2020
WAYNE INGRAM
N.J. P.L.S. NO. 24GB04258200PROFESSIONAL LAND SURVEYOR
BOUNDARY &TOPOGRAPHIC SURVEY
05/13/2021
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F.F. 604.55
F.F. 602.66
F.F. 600.77
EXISTING 2-STORYDWELLINGF.F. 604.88
EXISTING SHED
PROP. POLE BARNF.F. 583.25
22'
11'
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LOD
PROP. POOLELEV. 586.65
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LOD
EG 601.39
EG 597.60 EG 601.29
EG 601.07
FS 583.25
FS 583.25
FS 582.25
FG 582.05
FG 582.05
FS 585.00
FS 586.50
FS 586.65
TW 588.50
FS 596.25
FS 582.65
FS 586.40
FS 586.45
TS 588.50BS 586.50
FLOW
TW 586.50BW 584.00TW 586.50
BW 582.75
TS 590.75BS 588.75
TS 593.00BS 591.00
FS 586.65
FS 586.65FS 586.45
FS 586.40FG 586.15
FG 586.30
FS 593.25
FS 593.50
TW 593.50BW 593.00
TW 587.00
FS 596.30
PROP. 46 LF 6" SDR35 PIPE S=2% MIN
PROP. ROOF LEADER (TYP.)
(2) PROP. 8' DIA. DRYWELLFINISHED GRADE: 581.00
RIM: 580.00INV.: 579.05
TOP OF STONE: 573.67BOTTOM OF STONE: 572.67
PROP. 47.5 LF 6" SDR35 PIPE S=2% MIN
ENTIRE ROOF AREATO DRYWELL
ENTIRE ROOF AREATO DRYWELL
PROP. 4 LF 6" SDR35 PIPE S=2% MIN
MATCH EX. EDGE OFPAVEMENT
PROP. LIMIT OFDISTURBANCE
17,932 S.F. (.41 AC.)
PROP. SILT FENCE256 L.F.
EX. UTILITYPOLE
EX. UTILITYPOLE
EX. TEC SVC.LINE (V.I.F.)
EX. WATERSVC. (V.I.F.)
EX. INLETGRATE: 584.98
PROP. TEMPORARYTOPSOIL STOCKPILE
PROP. TEC SVCCONNECTION
PROP. SOIL COMPACTIONTEST LOCATION
PROP. 6" GRAVELSTORMWATER DRAINAGE
TRENCH (TYP.)
EX. TEC SVC.LINE (V.I.F.)
PROP. 51 LF 6" SDR35 PIPE S=2% MIN
581
582
582
583
584
585
586
580
579
581
FS 583.10
FS 583.30
FS 582.45
FS 582.70
TW 597.00BW 593.50
583
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
EXISTING 2-STORYDWELLINGF.F. 604.88
OHW
OHW
W
W
EG 597.60 EG 601.29
EG 601.07
LOD
LOD
LOD
LODLODLODLOD
LOD
LOD
LODLOD
LOD
LODLOD LOD
LOD LODFS 600.90
FS 598.20
FS 602.25
FS 601.90FS 601.90
FS 602.00
FS 602.00
FS 600.50
EG 600.85
600 599
31"=10'
SCALE:1":10'
Feet0 10 20
DATEBY
JOB NO.: 0119217
WAYNE J. INGRAM
N.J. P.E. NO. 24GB04258200
HUNTERDON COUNTY
FILENAME:
DATE:
CHECKED:
DESIGNED:
SCALE:
TITLE:
DRAWING NO.:
PROJECT:
DATEPROFESSIONAL ENGINEER
FAX. 908-238-9572PH. 908-238-0544140 WEST MAIN STREET
A PROFESSIONAL ASSOCIATION
HIGH BRIDGE, NJ 08829
NO.
AAP
ADR
CERTIFICATE OF AUTHORIZATION NO.: 24GA28021500 EXP. 8/31/2022
12 SCHOOLHOUSE LANEBLOCK 32 LOT 21.03
TOWNSHIP OF TEWKSBURY
REVISION
COPYRIGHT 2021 ENGINEERING & LAND PLANNING ASSOC., INC. ALL RIGHTSRESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITEDWITHOUT THE WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC. THIS DRAWING ISTHE SOLE PROPERTY OF ENGINEERING & LAND PLANNING ASSOC., INC. AND HAS BEEN PREPAREDSPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. IT IS NOT TO BE USED BY ANYOTHER PERSON OR FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OFENGINEERING & LAND PLANNING ASSOC., INC.
2/12/2020
07/28/2021
NEW JERSEY
NOTES:
1. THIS SET OF PLANS HAS BEEN PREPARED FOR THEPURPOSES OF MUNICIPAL AND AGENCY APPROVAL. THIS SET OFPLANS SHALL NOT BE UTILIZED FOR CONSTRUCTIONDOCUMENTS
07/28/21AA1 REVISED LAYOUT
5
EXISTING EDGE OF PAVEMENT
LEGEND
PROPERTY LINE
SETBACK LINE
EXISTING GRADE400
PROPOSED GRADE400
X FG:85.00 SPOT GRADE
PROPOSED LIMIT OF DISTURBANCELOD
PROPOSED SILT FENCESF
REFERENCES:
1. THIS PLAN REFERENCES A SURVEY ENTITLED "BOUNDARY ANDTOPOGRAPHIC SURVEY", PREPARED BY ENGINEERING & LANDPLANNING ASSOCIATES, INC., DATED 04/29/2021.
GRADING, UTILITY, STEEPSLOPE AND SESC PLAN
03-GRADING.DWG
NOTES:
1. THE EXISTING PAVED DRIVE IS TO BE UTILIZED AS THECONSTRUCTION ACCESS.
2. ALL STEEP SLOPES TO BE DISTURBED ARE A RESULT OF MANMADE ACTIVITIES.
STEEP SLOPES TABLE
NUMBER
1
2
3
4
MINIMUM SLOPE
0.00%
5.00%
15.00%
25.00%
MAXIMUM SLOPE
5.00%
15.00%
25.00%
100.00%
TOTAL AREA
68,655 SF
110,156 SF
30,505 SF
8,630 SF
COLORDISTURBED AREA
3,448 SF
11,092 SF
2,476 SF
916 SF
DETAILED FRONT GRADING PLANSCALE 1" = 10'
1. ALL CONSTRUCTION PRACTICES AND PROCEDURES SHALL BE IN COMPLIANCE WITHN.J.A.C. 7:9A.
2. ALL CONSTRUCTION PRACTICES AND PROCEDURES SHALL BE IN COMPLIANCE WITHTHE HUNTERDON COUNTY BOARD OF HEALTH.
3. EXCAVATION FOR THE DISPOSAL FIELD SHALL BE IN ACCORDANCE WITH THE FOLLOWING PROCEDURES: a. ADEQUATE MEASURES SHALL BE USED TO INSURE THAT THE BOTTOM OF THE DISPOSAL BED IS LEVEL. b. IN SOIL TEXTURES OTHER THAN SANDS OR LOAMY SANDS, EXCAVATION WHICH EXPOSES THE INFILTRATIVE SURFACE OF THE DISPOSAL FIELD SHALL NOT BE CARRIED OUT WHEN THE SOIL MOISTURE CONTENT IS ABOVE THE LOWER PLASTIC LIMIT. THIS MEANS THAT WHEN A SMALL LUMP OF SOIL, TAKEN FROM THE DEPTH OF THE PROPOSED EXCAVATION, CAN BE ROLLED OUT WITH THE FINGERS TO FORM A WIRE OR ROD, ONE-EIGHTH OF AN INCH IN THICKNESS, AND DOES NOT CRUMBLE WHEN HANDLED, THE SOIL IS TOO WET TO PROCEED WITH THE EXCAVATION.
c. EXCAVATION SHALL BE CARRIED OUT IN A MANNER THAT WILL AVOID UNNECESSARY COMPACTION OF THE DISPOSAL FIELD BOTTOM AND SIDE WALLS. HEAVY EQUIPMENT SUCH AS BULLDOZERS OR FRONT-END LOADERS SHALL NOT BE DRIVEN OVER THE EXPOSED INFILTRATIVE SURFACE OF THE DISPOSAL FIELD. EXCAVATION SHOULD BE CARRIED OUT WITH A BACKHOE OPERATING FROM OUTSIDE THE PERIMETER OF PREVIOUSLY EXCAVATED PORTIONS OF THE DISPOSAL BED. IF IT BECOMES NECESSARY TO WALK ON THE DISPOSAL FIELD BOTTOM, A SUITABLE BOARD SHALL BE LAID OVER THE SOIL TO AVOID TRAMPLING.
GENERAL NOTES
d. ANY SMEARED OR COMPACTED SOIL SURFACES WHICH HAVE BEEN PRODUCED ON THE BOTTOM ORSIDEWALLS OF THE EXCAVATION SHALL BE REMOVED TO EXPOSE A FRESH SOIL SURFACE WHICH ISROUGH AND UNEVEN.
e. WORK SHOULD BE SCHEDULED SO THAT THE BOTTOM AND SIDEWALLS OF THE EXCAVATION WILL NOTBE EXPOSED TO RAINFALL OR WIND-BLOWN SILT BETWEEN THE TIME OF EXCAVATION AND THE TIMEOF FINAL INSPECTION AND BACKFILLING. ANY LOOSE SOIL OR DEBRIS WHICH IS WASHED INTO OROTHERWISE DEPOSITED WITHIN THE EXCAVATION AS A RESULT OF THE EXCAVATION REMAINING OPENTO THE ELEMENTS SHALL BE CAREFULLY REMOVED PRIOR TO BACKFILLING.
VARIES
2:1 TYP.TEMP. STOCKPILE
NTS
TEMPORARY STOCKPILE2
NTS
STABILIZED CONTRUCTION ACCESS1
1. INSTALL ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES 2 DAYS
2. SITE CLEARING & ROUGH GRADING 2 WEEKS
3. CONSTRUCTION OF SITE IMPROVEMENT 6 WEEKS
5. RESTORE ALL AREAS AS APPROPRIATE COMPLETION OF CONSTRUCTION 1 WEEK
6. REMOVE SOIL EROSION AND SEDIMENT CONTROL DEVICES. 1 DAY
LIMIT OF DISTURBANCE: 0.41 AC.
CONSTRUCTION SEQUENCE
HUNTERDON GENERAL SOIL EROSION AND SEDIMENT CONTROL NOTES
THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:
MULCHES
VEGETATIVE COVER
SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.
DUST CONTROL MATERIALS
MATERIAL WATER TYPE OF NOZZLE APPLY DILUTION GAL/AC
LATEX EMULSION 12.5:1 FINE SPRAY 235
RESIN IN WATER 4:1 FINE SPRAY 300
POLYACRYLAMIDE APPLY ACCORDING TO MANUFACTURERS'S INSTRUCTIONS(PAM) - SPRAY ON MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINSPOLYACRYLAMIDE TP FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS.(PAM) - DRY SPRAY
ACIDULATED SOY BEAN NONE COARSE SPRAY 1200SOAP STICK
TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 18 INCHES APART, AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
SPRINKLING - SITE IS SPRINKLED UNTIL THE SURFACE IS WET.
BARRIERS - SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.
CALCIUM CHLORIDE - SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO PREVENT WASHING INTO STREAMS, OR ACCUMULATION AROUND PLANTS.
STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.
DUST CONTROL NOTES
1. THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT REQUIRES AN ADVANCED48-HOUR WRITTEN NOTIFICATION PRIOR TO THE START OF ANY LAND DISTURBANCE. A FAILURE OFTHIS NOTIFICATION PRIOR TO THE START OF CONSTRUCTION WILL RESULT IN THE ISSUANCE OF ASTOP CONSTRUCTION ORDER AND MAY BE CAUSE FOR LEGAL ACTION. NOTICE MAY BE FAXED TO(908) 788-0795 OR MAILED TO:HUNTERDON COUNTY SOIL CONSERVATION DISTRICT 687 PITTSTOWN ROADFRENCHTOWN, NJ 08825
2. LAND DISTURBANCE AND CONSTRUCTION WORK START INCLUDES ANY DEMOLITION ORCLEARING THAT TAKES PLACE ON THE PROJECT SITE. APPROPRIATE SOIL EROSION ANDSEDIMENT CONTROL MEASURES MUST BE INSTALLED AND MAINTAINED AT THE PROPOSEDDEMOLITION AREAS.
3. THE PROJECT APPLICANT AND CONTRACTOR ARE TO BE AWARE THAT ADDITIONAL SOILEROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY THE SOIL CONSERVATIONDISTRICT OR MUNICIPAL ENGINEER IF FIELD CONDITIONS OR UNFORESEEN SITUATIONS WARRANTTHEM.
4. THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT REQUIRES THE INSTALLATION ANDSTABILIZATION OF PERMANENT DETENTION OR RETENTION FACILITIES FROM THE START OF THEPROJECT INSTEAD OF USING THESE FACILITIES AS SEDIMENT BASINS. THIS IS PARTICULARLYIMPORTANT ON ACCOUNT OF THE STEEP TOPOGRAPHY AND SOILS OF HUNTERDON COUNTY.PRIORITY IS TO BE SET ON CONSTRUCTION OF ANY THE DETENTION BASIN OR RETENTION BASINFACILITY PRIOR TO ANY SIGNIFICANT AMOUNT OF LAND DISTURBANCE. THE HUNTERDON COUNTYSOIL CONSERVATION DISTRICT REQUIRES THAT ALL DETENTION/RETENTION BASINS BECOMPLETED AND PERMANENTLY STABILIZED (ALONG WITH CONDUIT OUTLET PROTECTION ANDLOW-FLOW CHANNEL) BEFORE ANY STORM DRAINAGE PIPING IS INSTALLED TO THE BASIN ANDSAME PIPING IS FUNCTIONING. NO PAVING IS TO TAKE PLACE ON THE PROJECT SITE UNTIL ALLSTORMWATER DETENTION/RETENTION FACILITIES ARE ADEQUATELY STABILIZED AS PER PLAN.FAILURE TO SET PRIORITY ON THE DETENTION FACILITY OR TO NOT MAINTAIN IT IS WORKINGORDER DURING CONSTRUCTION MAY BE GROUNDS FOR ISSUANCE OF A STOP CONSTRUCTIONORDER BY THE SOIL CONSERVATION DISTRICT.
5. THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT DOES NOT SUPPORT NORENDORSE MASS EXCAVATION. THE AMOUNT OF SOIL DISTURBED AT ONE TIME, AND SUBJECT TOEROSION, IS TO BE KEPT TO A MINIMUM. IT IS THE POLICY OF THE HUNTERDON COUNTY SOILCONSERVATION DISTRICT THAT LARGE DISTURBANCES OF SOIL EXPOSED AT ONE TIME ON APROJECT WILL REQUIRE A DETAILED PLAN AND TIME-LINE FOR GETTING AREAS STABILIZED. THESTANDARD FOR SEDIMENT BARRIERS WILL BE USED FOR LIMITING LARGE AREAS OF EXCAVATION.IF EXCAVATIONS ARE PROPOSED THAT EXCEED THE SEDIMENT BARRIER STANDARD, THENADDITIONAL MEASURES ARE TO BE DESIGNED AND DETAILED AND A DETAILED SEQUENCE OFCONSTRUCTION BE SUBMITTED FOR RE-CERTIFICATION AND APPROVAL. AS A MINIMUM, SOILSEXPOSED FOR LONGER THAN 30 DAYS WILL REQUIRE TEMPORARY STABILIZATION FOLLOWING THEAGRONOMIC SPECIFICATIONS ON THE PLAN.
6. A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN IS TO BE KEPT ONTHE PROJECT SITE DURING CONSTRUCTION AND AVAILABLE FOR REVIEW BY THE CONTRACTORAND SOIL CONSERVATION DISTRICT INSPECTORS.
7. THE LAND DISTURBANCE IS TO PROCEED IN ACCORDANCE WITH THE APPROVED SEQUENCEOF CONSTRUCTION AND THE CERTIFIED PLAN. ALL REQUIRED SOIL EROSION AND SEDIMENTCONTROL MEASURES MUST BE INSTALLED AND MAINTAINED AS OUTLINED IN THE PLAN.
8. THE SOIL CONSERVATION DISTRICT IS TO BE NOTIFIED AND REPRESENTED AT APRECONSTRUCTION CONFERENCE (USUALLY HELD AT THE MUNICIPAL ENGINEERS OFFICE) PRIORTO THE START OF CONSTRUCTION OR ANY LAND DISTURBANCE.
9. ALL DISTURBED AREAS THAT ARE NOT BEING GRADED, NOT UNDER ACTIVE CONSTRUCTION,OR NOT SCHEDULED TO BE PERMANENTLY SEEDED WITHIN 30 DAYS MUST BE TEMPORARILYSTABILIZED AS PER SPECIFICATIONS BELOW.
10. ALL EXPOSED AREAS WHICH ARE TO BE PERMANENTLY VEGETATED, ARE TO BE SEEDEDAND MULCHED WITHIN 10 DAYS OF FINAL GRADING.
11. STRAW MULCH (HAY MULCH MAY BE SUBSTITUTED IF APPROVED BY THE DISTRICT) IS TO BEAPPLIED TO ALL SEEDINGS AT A RATE OF 1-1/2 TO 2 TONS PER ACRE (APPROX. 100 TO 130 BALESPER ACRE).
12. MULCH ANCHORING IS REQUIRED AFTER MULCHING TO MINIMIZE LOSS BY WIND OR WATER.THIS IS TO BE DONE USING ONE OF THE METHODS (CRIMPING, LIQUID MULCH BINDERS, NETTINGS,ETC.) IN THE "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY".
13. EXISTING WEEDY AND POORLY-VEGETATED AREAS WITH LESS THAN 80 PERCENT PERENNIALGRASS COVER MUST RECEIVE PERMANENT STABILIZATION AS PER THESE SPECIFICATIONS.
14. ALL BAGS NEED TO BE SAVED FOR LIME, FERTILIZER, SEED, AND LIQUID MULCH BINDER (IFMULCH ANCHORING METHOD). SUCH PROOFS NEED TO BE SUBMITTED TO THE DISTRICTINSPECTOR FOR VERIFICATION OF MATERIALS AND QUANTITIES USED FOR ALL SEEDINGS.
15. AN ADDITIONAL FEE PER INSPECTION (AS PER THE CURRENT HUNTERDON COUNTY SOILCONSERVATION DISTRICT FEE SCHEDULE AT THE TIME OF INSPECTION) WILL BE ASSESSED ONTHOSE SITES WHERE ADDITIONAL INSPECTIONS ARE NECESSITATED AS A RESULT OFNON-COMPLIANCE WITH THE APPROVED PLAN. THIS INCLUDES ADDITIONAL INSPECTIONSPERFORMED AFTER THE FAILURE OF AN INITIAL REPORT OF COMPLIANCE INSPECTION. THEENTIRE PROJECT SITE IS INSPECTED AT THE TIME OF A REQUEST FOR REPORT OF COMPLIANCE.
16. SOILS IN HUNTERDON COUNTY REQUIRE THAT ALL STONE TRACKING PADS (STABILIZEDCONSTRUCTION ENTRANCE) BE INSTALLED AT A MINIMUM OF 100 FT. IN LENGTH FOR ROADWAYGRADES OF 0% TO 2% AND 200 FT. FOR ACCESS GRADES GREATER THAN 2%. THIS REQUIREMENTIS THE SAME, REGARDLESS IF MAIN PROJECT ENTRANCE OR INDIVIDUAL DWELLING LOT. STONETRACKING PADS OR OTHER MEASURES APPROVED BY THE SOIL CONSERVATION DISTRICT ARE TOBE INSTALLED AT ALL CONSTRUCTION ACCESSES TO PAVEMENT.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENTTRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND ANDREPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,DROPPED, WASHED, OR TRACKED ONTO ROADWAYS (PUBLIC OR PRIVATE) OR OTHER IMPERVIOUSSURFACES MUST BE REMOVED IMMEDIATELY.WHERE ACCUMULATING OF DUST/SEDIMENT IS INADEQUATELY CLEANED OR REMOVED BYCONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER WILL BE REQUIRED TO CLEANPAVED OR IMPERVIOUS SURFACES. ALL OTHER ACCESS POINTS, WHICH ARE NOT STABILIZED,SHALL BE ADEQUATELY BLOCKED OFF.
17. CONDUIT OUTLET PROTECTION (RIP-RAP APRONS OR SCOUR HOLES) MUST BE DESIGNEDAND INSTALLED AT ALL PIPE OUTLETS AS PER THE CERTIFIED PLANS AND STANDARDS FOR SOILEROSION AND SEDIMENT CONTROL IN NEW JERSEY. CONDUIT OUTLET PROTECTION MUST BEINSTALLED IMMEDIATELY FOLLOWING PIPE INSTALLATION AND PRIOR TO ANY PIPE FLOW. CONDUITOUTLET PROTECTION MUST BE MAINTAINED AS PER DESIGN UNTIL THE COMPLETION OF THEPROJECT AND ISSUE OF FINAL REPORT OF COMPLIANCE.
18. ALL STORMWATER INLET PROTECTION NEEDS TO BE MAINTAINED PERIODICALLY WITHFRESH HAYBALES OR CLEAN STONE BERMS (STONE SIZED 1 1/2"-2 1/2") OR APPROVED METHOD TOCOMPLETELY ENCIRCLE, BUT NOT BLOCK THE INLETS.INSPECTIONS OF STORMWATER INLET PROTECTION SHALL BE FREQUENT. MAINTENANCE, REPAIR,AND REPLACEMENT SHALL BE MADE PROMPTLY, AS NEEDED. INLET PROTECTION NEEDS TO BEMAINTAINED UNTIL ALL AREAS OF THE SITE, OR AS A MINIMUM THE AREA DRAINING TO THE INLET,ARE PERMANENTLY STABILIZED AND APPROVED BY SOIL CONSERVATION DISTRICT INSPECTORS.
19. DUST CONTROL MEASURES ARE TO BE USED DURING ALL PHASES OF CONSTRUCTION OFTHE PROJECT. SEE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEYPAGES 16-1 AND 16-2.
20. ALL TREES THAT ARE TO BE PROTECTED FROM ENVIRONMENTAL AND MECHANICAL INJURYDURING CONSTRUCTION ARE TO BE ADEQUATELY MARKED IN FENCED-OFF PRIOR TOCONSTRUCTION AND MAINTAINED DURING CONSTRUCTION. FOR FURTHER INFORMATION SEESTANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY PAGES 9-1 THROUGH9-7.
21. DEWATERING METHODS ARE TO BE FOLLOWED TO PROPERLY REMOVE SUSPENDEDSEDIMENTS IN WATER FROM EXCAVATIONS AND/OR TRENCHES PRIOR TO DISCHARGE TODOWNSTREAM AREAS AND/OR WATERCOURSES. THESE METHODS ARE TO FOLLOW THOSE FOUNDIN THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, PAGES 14-1TO14-7.
22. AS PER THE TRAFFIC CONTROL STANDARD IN THE STANDARDS FOR SOIL EROSION ANDSEDIMENT CONTROL IN NEW JERSEY (PAGE 33-1) STEEP BANKS, WETLAND BUFFERS, WATERWAYS,AND OTHER SENSITIVE AREAS ARE TO BE AVOIDED BY CONSTRUCTION TRAFFIC. WETLANDBUFFER AND WETLAND AREAS ARE TO BE ADEQUATELY MARKED IN FIELD PRIOR TOCONSTRUCTION AND MAINTAINED DURING CONSTRUCTION.
23. ANY FORMER AGRICULTURAL CROP FIELDS THAT ARE EITHER IN CROPS, CROP RESIDUE, ORANNUAL WEED COVER ARE TO BE STABILIZED FOLLOWING THE AGRONOMIC SPECIFICATIONS FORHUNTERDON COUNTY. THIS IS TO BE EITHER A COVER CROP FROM THE PERIOD OF LAST HARVESTAND CONSTRUCTION START-UP OR TEMPORARY STABILIZATION THROUGH SEEDING ANDMULCHING. AREAS THAT ARE NOT GOING TO BE EITHER BUILT ON OR CONTINUED TO BE FARMEDARE TO RECEIVE PERMANENT STABILIZATION.
24. IF EXCESS FILL OR ANY OTHER MATERIAL IS TO BE REMOVED FROM THE SITE, THE PROJECTOWNER/APPLICANT SHALL BE RESPONSIBLE FOR ITS PROPER DISPOSAL AND WILL NOTIFY THEHUNTERDON COUNTY SOIL CONSERVATION DISTRICT AS TO THE PLANNED DISPOSAL SITELOCATION. IF APPLICABLE, A SOIL EROSION AND SEDIMENT CONTROL PLAN MUST BE SUBMITTEDTO, REVIEWED AND CERTIFIED BY THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT PRIORTO ANY MATERIAL REMOVAL FROM THE PROJECT SITE. REMOVAL OF ANY SOIL MATERIAL FROMTHE PROJECT SITE WITHOUT WRITTEN AUTHORIZATION FROM THE HUNTERDON COUNTY SOILCONSERVATION DISTRICT IS A VIOLATION OF THE STATE SOIL EROSION AND SEDIMENT CONTROLACT.
25. STOCKPILING OF FINES (SAND, QUARRY-PROCESS-BLEND, ETC.) IS NOT ALLOWED ON PAVEDSURFACES OF THE PROJECT SITE.
26. ANY GABION BASKETS USED ON THE PROJECT ARE TO BE COATED WITH PLASTIC OR PVCAND FILLED WITH 4"-7" ANGULAR ROCK. THE GABION THICKNESS IS TO BE AT LEAST THECALCULATED STONE D50 SIZE OF A REGULAR RIP-RAP APRON. FILTER FABRIC IS TO BE INSTALLEDBETWEEN THE SUBGRADE AND THE GABIONS.
27. THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS ARE NOT TO BE EXCEEDED UNLESSAUTHORIZED BY THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT AND A REVISED PLANSUBMITTED FOR CERTIFICATION.
28. ALL DISTURBED ROADSIDE AREAS NEED TO BE TOPSOILED, FINAL-GRADED, LIMED,FERTILIZED, SEEDED, MULCHED, AND MULCH-ANCHORED (FOLLOWING DISTRICT AGRONOMICSPECIFICATIONS FOR PERMANENT SEEDING)FOR A MINIMUM DISTANCE APPROVED BY THEDISTRICT BACK FROM THE CURB-LINE PRIOR TO APPROVAL OF PERMANENT IMPROVEMENT.
29. THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT DOES NOT RECOMMEND THE USEOF RIP-RAP D50 SIZES SMALLER THAN 6" FOR APRONS OR SCOUR HOLES SINCE SMALLER STONESIZES (3" OR 4") TEND TO WASH/ERODE UNDER HIGH INTENSITY RAIN STORMS. THE HUNTERDONDISTRICT RECOMMENDS THAT THE SMALLEST D50 STONE SIZE BE SPECIFIED AS 6" WITHTHICKNESS SPECIFIED AS 12" WITH FILTER FABRIC OR 18" WITHOUT FABRIC.
30. TEMPORARY DIVERSIONS TO DIRECT WATER OFF OF A GRADED RIGHT-OF-WAY ONTO ASTABLE AREA ARE NEEDED DURING CONSTRUCTION. FOR FURTHER INFORMATION REFER TO THESTANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, (PAGE 15.3 ITEM 2 ANDFIGURE 15-4) FOR THE REQUIRED DIMENSIONS AND SPACING.
31. A SEDIMENT BARRIER MUST BE INSTALLED ABOVE ANY DETENTION/RETENTION BASINS(BETWEEN THE ROADWAY/BUILDING CONSTRUCTION AND DETENTION BASIN). THIS IS TO PROTECTTHE DETENTION BASIN NEWLY GRADED/SEEDED AREAS WHILE THE OTHER CONSTRUCTION ISBEING COMPLETED AND ALL UPSTREAM AREAS ARE PERMANENTLY STABILIZED.
32. HYDROSEEDING/HYDROMULCHING ARE NOT ACCEPTABLE PRACTICES IN HUNTERDONCOUNTY DUE TO THE HIGH FAILURE RATE OF SEEDINGS, STEEP TOPOGRAPHY, POORSEED-TO-SOIL CONTACT AND POOR GROUND SURFACE COVERAGE. ALL SEED MUST BEINCORPORATED INTO THE SOIL. HYDROSEEDING EQUIPMENT MAY BE USED IN CONJUNCTIONWITH STRAW/HAY MULCH FOR THE PURPOSE OF ANCHORING THE MULCH WITH LIQUID MULCHBINDERS.
33. IF SUBSURFACE WATER PROBLEMS ARE DISCOVERED DURING CONSTRUCTION, THEY WILLBE RECTIFIED FOLLOWING THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEWJERSEY (SUBSURFACE DRAINAGE, PAGE 32-1 THROUGH 32-4).
34. ALL DEVELOPMENT ROADWAYS ARE TO BE KEPT SCRAPED/SWEPT TO REMOVE SEDIMENTACCUMULATIONS ALONG CURBS AND AROUND STORMWATER INLETS.
35. THE MAXIMUM ALLOWABLE VEGETATED SLOPE IS 2:1. SLOPES IN EXCESS OF 3:1 (BETWEEN2:1 AND 3:1) REQUIRE TEMPORARY EROSION CONTROL MATTING, SUCH AS EXCELSIOR "CURLEX"OR EQUIVALENT, FOR STABILIZATION. THE MATTING IS TO BE PROPERLY INSTALLED WITHSPECIFIED OVERLAP, CHECK SLOTS, ANCHORING SPACING, AND ANCHORING DEVICE TYPE,GAUGE, AND SIZE.
36. ALL DISTURBED AREAS THAT ARE NOT BEING GRADED, NOT UNDER ACTIVE CONSTRUCTION,OR NOT SCHEDULED TO BE PERMANENTLY SEEDED WITHIN 30 DAYS MUST BE TEMPORARILYSTABILIZED AS PER THE AGRONOMIC SPECIFICATIONS.
37. A REPORT OF COMPLIANCE FROM THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICTIS REQUIRED FOR EACH DWELLING LOT PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCYON THAT LOT. FAILURE TO MAINTAIN OR COMPLY WITH THE SOIL EROSION AND SEDIMENTCONTROL PLAN FOR THE PROJECT WILL BE CAUSE FOR COMPLIANCE FAILURE ON AN INDIVIDUALLOT.
38. IT IS THE OWNER/APPLICANTS RESPONSIBILITY TO NOTIFY THE DISTRICT OF ALL PROPERTYCONVEYANCES AND SALE OF INDIVIDUAL LOTS ON A PROJECT. SOIL EROSION AND SEDIMENTCONTROL PLAN APPLICATIONS ARE TO BE FILED BY ANY NEW OWNERS ON PROJECTS/LOTSWHERE CONSTRUCTION ACTIVITIES ARE TO STILL TAKE PLACE.
39. PURSUANT TO THE NEW JERSEY SOIL EROSION AND SEDIMENT CONTROL ACT, CHAPTER 251,P.L. 1975, THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT HAS REVIEWED THE PLANSFOR THIS PROJECT AND CERTIFIES THE SOIL EROSION AND SEDIMENT CONTROL PLAN. THEAPPROVAL OF THE SOIL EROSION AND SEDIMENT CONTROL PLANS BY THE SOIL CONSERVATIONDISTRICT IS LIMITED TO THE SOIL EROSION, SEDIMENTATION, AND RELATED STORMWATERMANAGEMENT CONTROLS SPECIFIED IN THIS PLAN. IT IS NOT AUTHORIZATION TO ENGAGE IN THEPROPOSED LAND USE UNLESS THE MUNICIPALITY OR OTHER CONTROLLING AGENCY HASPREVIOUSLY APPROVED SUCH USE.
40. PLANS SUBMITTED TO THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT MUST BECONSISTENT WITH PLANS ANY PLANS SUBMITTED TO A REGULATORY AGENCY SUCH AS NJDEP,MUNICIPALITY, ETC. ANY REVISIONS REQUIRED BY ANY REVIEWING AUTHORITY WOULD REQUIREA RESUBMISSION TO THE DISTRICT FOR REVIEW.
41. ALL REVISIONS AND MUNICIPAL RENEWALS OF THIS PROJECT WILL REQUIRE RESUBMISSIONAND APPROVAL BY THE SOIL CONSERVATION DISTRICT.42. BEFORE ANY CERTIFICATE OF OCCUPANCY CAN BE GRANTED, A WRITTEN REPORT OFCOMPLIANCE FOR PERMANENT MEASURES TO CONTROL EROSION MUST BE ISSUED BY THE SOILCONSERVATION DISTRICT.
43. PURSUANT TO AUTHORITY GRANTED BY N.J.S.A. 4:24-47, THE HUNTERDON COUNTY SOILCONSERVATION DISTRICT PERIODICALLY INSPECTS THE PROJECT SITE FOR COMPLIANCE WITHTHE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLANS AND THE STATE SOIL EROSIONAND SEDIMENT CONTROL ACT. FAILURE TO COMPLY WITH THE PLANS AND THE ACT MAY BECAUSE FOR COURT ACTION AND PENALTIES, PURSUANT TO N.J.S.A. 4:24-53. THE MAXIMUMSTATUTORY PENALTY PROVIDED BY LAW FOR VIOLATIONS OF THE SOIL EROSION AND SEDIMENTCONTROL ACT IS A FINE OF UP TO $3,000 EACH DAY AND AN INJUNCTIVE ORDER OF THE SUPERIORCOURT.
44. IT IS POLICY OF THE HUNTERDON COUNTY SOIL CONSERVATION DISTRICT TO PERIODICALLYEVALUATE ALL PROJECTS TO DETERMINE IF THE COSTS FOR REVIEW AND INSPECTION EXCEEDTHE PAID FEES. PRIOR TO THE FEES BEING EXCEEDED AN ADDITIONAL FEE WILL BE ASSESSED.THIS FEE WILL BE BASED ON THE INCOMPLETE PORTION(S) OF THE PROJECT, REGARDLESS IFPRESENTLY UNDER CONSTRUCTION OR NOT, AS PER THE CURRENT HUNTERDON COUNTY SOILCONSERVATION DISTRICT FEE SCHEDULE AT THE TIME OF EVALUATION.
PLAN VIEW
25' RADIUS(TYP.)
WIDTH OF EXIST. ACCESS
EXISTINGGROUND
PUBLICRIGHT OF WAY
PROFILE
DESIGN CRITERIA MAINTENANCETHE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKINGOR FLOWING OF SEDIMENT ONTO ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSINGWITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO ROADWAYS (PUBLIC OR PRIVATE) OR OTHERIMPERVIOUS SURFACES MUST BE REMOVED IMMEDIATELY.WHERE ACCUMULATION OF DUST/SEDIMENT IS INADEQUATELY CLEANED OR REMOVED BYCONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER WILL BE REQUIREDTO CLEAN PAVED OR IMPERVIOUS SURFACES. ALL OTHER ACCESS POINTS WHICHARE NOT STABILIZED SHALL BE BLOCKED OFF.
EXISTINGGROUND
100' MIN. OR GREATER AS REQUIRED PUBLICRIGHT OF WAY
6" MIN.
PROVIDE APPROPRIATETRANSITION BETWEEN STABILIZED
CONSTRUCTION ENTRANCE ANDPUBLIC R.O.W.
EXISTING PAVED DRIVEWAY TO BE UTILIZED AS CONSTRUCTION ENTRANCE.
404-05-DETAILS.DWG
AS SHOWN
SOIL EROSION ANDSEDIMENT CONTROLNOTES AND DETAILS
DATEBY
JOB NO.: 0119217
WAYNE J. INGRAM
N.J. P.E. NO. 24GB04258200
HUNTERDON COUNTY
FILENAME:
DATE:
CHECKED:
DESIGNED:
SCALE:
TITLE:
DRAWING NO.:
PROJECT:
DATEPROFESSIONAL ENGINEER
FAX. 908-238-9572PH. 908-238-0544140 WEST MAIN STREET
A PROFESSIONAL ASSOCIATION
HIGH BRIDGE, NJ 08829
NO.
AAP
ADR
CERTIFICATE OF AUTHORIZATION NO.: 24GA28021500 EXP. 8/31/2022
12 SCHOOLHOUSE LANEBLOCK 32 LOT 21.03
TOWNSHIP OF TEWKSBURY
REVISION
COPYRIGHT 2021 ENGINEERING & LAND PLANNING ASSOC., INC. ALL RIGHTSRESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITEDWITHOUT THE WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC. THIS DRAWING ISTHE SOLE PROPERTY OF ENGINEERING & LAND PLANNING ASSOC., INC. AND HAS BEEN PREPAREDSPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. IT IS NOT TO BE USED BY ANYOTHER PERSON OR FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OFENGINEERING & LAND PLANNING ASSOC., INC.
2/12/2020
07/28/2021
NEW JERSEY
NOTES:
1. THIS SET OF PLANS HAS BEEN PREPARED FOR THEPURPOSES OF MUNICIPAL AND AGENCY APPROVAL. THIS SET OFPLANS SHALL NOT BE UTILIZED FOR CONSTRUCTIONDOCUMENTS
07/28/21AA1 REVISED LAYOUT
5
GRADE
DRAWSTRING RUNNINGTHROUGH FABRIC ALONG TOPOF FENCE
FENCE POST(SPACING 8'-0" C. TO C.)
FABRIC SECURED TO POSTWITH METAL FASTENERS ANDREINFORCEDMENT BETWEEN
FASTENER AND FABRIC
(3'-0" WIDE)
6"
DIG 6" WIDE AND DEEP TRENCH, BURYBOTTOM 1'-0" OF FABRIC, TAMP INTO PLACE
2'-0"
2'-0" (MIN.)
6"
NTS
SILT FENCE DETAIL1
SNOW FENCE
DRIP LINE
NTS
TREE PROTECTION DETAIL3
SUBGRADE COMPACT TO 95%MODIFIED PROCTOR DENSITY
6" OF DENSE GRADEDAGGREGATE COMPACT TO95% MODIFIED PROCTOR DENSITY
NTS
BITUMINOUS PAVING DETAIL2
2" SURFACE COURSEHOT MIX ASPHALT 9.5M64
4"
6"
STONE SLAB
DENSE GRADED AGGREGATECOMPACTED TO 95% MODIFIEDPROCTOR DENSITYCOMPACTED OR UNDISTURBEDSUBGRADE
1. CONSTRUCTION JOINTS AT 4'-0" O.C. WITH 12" BITUMINOUSPREMOLDED EXPANSION JOINT EVERY 20'-0" O.C. ANDWHERE SIDEWALK ABUTS BUILDINGS, WALLS, CURBS ORWALKS. TOOL ALL EDGES 12" RADIUS.
NOTES:
NTS
STONE SLAB WALK DETAIL4
FLOW
ENTIRE TANKEQUAL WRAP SURROUNDINGMIRAFI 100X OR APPROVED
1 1/2" CLEAN CRUSHED STONE
DR
YWEL
L 6
FT
18" 18"1'-0" MIN.
CONCRETE LID(SOIL TIGHT)
(8 FT) O.D.
CLEANOUT (TYP.)
4" PVC
EXCAVATION DIMENSIONS 22' X 22' X 7' DEEP
DRYWELL EXCAVATION DIMENSIONS22' X 22' X 7' DEEP
12"
(FOR DRYWELL & STONE)
E.S.H.W.T.BOTTOM OF DRYWELL TO BE AT LEAST 2' ABOVE E.S.H.W.T.
5.37
5"
11'
11'
BUILDINGFOUNDATION
ROOF LEADER (TYP.)
OVERFLOW PIPESPLASH BLOCK
ROOF LEADERDRAIN@ S = 2% MIN.4" DIA. SDR 35PVC
TO DRYWELL(SEE DETAIL)
ROOF LEADER LOCATIONS AREAPPROXIMATE. ACTUAL ROOF LEADERLOCATIONS SHALL BE VERIFIED IN FIELD.
NTS
DRY WELL DETAIL7
NTS
ROOF LEADER DETAIL5
NTS
STORM PIPE TRENCH DETAIL6
SUBGRADE ORGROUND SURFACE
TRENCH WIDTHSUITABLE TRENCH BACKFILL MATERIAL
COMPACT 8" LIFT TO WITHIN 95% OFTHE MAX. DRY DENSITY PER ASTM
D-1557 (MODIFIED PROCTOR DENSITY)
3/4" CLEAN STONECOMPACT TO WITHIN 95% OF MAXIMUM DRY
DENSITY. HAND CHOCK UNDER PIPE HAUNCHES.
BEDDING MATERIAL3/4" CLEAN STONE
EXCAVATION TOCONFORM TOO.S.H.A.REGULATIONS
NOTES1. 3/4" CLEAN STONE COMPACT TO
WITHIN 95% OF MAXIMUM DRYDENSITY. HAND CHOCK UNDERPIPE HAUNCHES.
2. SUITABLE BACKFILL MATERIALSHALL BE APPROVED BY THEGEOTECHNICAL ENGINEER PRIORTO INSTALLATION.
3. WHERE TRENCH PASSESTHROUGH EXISTING PAVEMENT,THE PAVEMENT SHALL BEMECHANICALLY CUT. PATCHINGSHALL CONSIST OF TACKINGEDGES OF EXISTING PAVEMENT,
d/4 (MIN. 4")
6"
5AS SHOWN
SOIL EROSION AND SEDIMENTCONTROL NOTES AND
CONSTRUCTION DETAILS
GENERAL CONSTRUCTION NOTES
1. SEE SHEET 1 FOR GENERAL NOTES.
2. THESE DRAWINGS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTIONSAFETY. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE "ON THE JOB" SAFETY FOR HISEMPLOYEES, EMPLOYEES OF THE OWNER AND ALL OTHER PERSONS HAVING AUTHORIZED ORUNAUTHORIZED ACCESS TO THE WORK AND THE PUBLIC. CONTRACTOR SHALL PERFORM HISWORK IN A SAFE MANNER AND IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE ANDFEDERAL REGULATIONS.
3. THE LOCATION, TYPE, SIZE, DEPTH, ETC. OF ALL EXISTING UTILITIES ARE APPROXIMATEAND MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND AT HIS OWN EXPENSE PRIORTO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESOPERATING WITHIN THE CONSTRUCTION SITE 3 DAYS PRIOR TO COMMENCEMENT OF ANYEXCAVATION FOR ACCURATE FIELD LOCATIONS. FOR UTILITY MARKOUT, CALL 1-800-272-1000.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ALL DEVIATIONS OFSITE CONDITIONS AND/OR IF DEPARTURES FROM THE APPROVED DESIGN BECOME NECESSARYDUE SUCH DEVIATIONS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LINES, ELEVATIONS, ANDMEASUREMENTS, EXERCISING PRECAUTION TO VERIFY ALL DIMENSIONS SHOWN ON DRAWING.
5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER SHOULDDEPARTURES FROM THE APPROVED DESIGN BECOME NECESSARY DUE TO CIRCUMSTANCESWHICH ARISE DURING CONSTRUCTION.
6. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES OF MUNICIPAL AND AGENCYREVIEW AND APPROVAL. THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTIONDOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED ON THE DRAWINGSAND EACH DRAWING HAS BEEN REVISED TO INDICATE "ISSUED FOR CONSTRUCTION".
7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND SHALL PAY ALL FEESINCLUDING INSPECTION FEES, AND IN GENERAL SHALL PROCURE ALL REQUIRED PERMITS,LICENSES AND INSPECTIONS, PAY ALL CHARGES AND FEES AND GIVE NOTICES FOR ANDINCIDENTAL TO THE DUES.
8. ITEMS NOT SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION SHALL BE FURNISHEDAND INSTALLED BY THE CONTRACTOR THE SAME AS IF SPECIFIED.
9. THE CONTRACTOR SHALL MAINTAIN ON SITE SANITARY UNITS FOR PUBLIC HEALTHPURPOSES.
10. THE CONTRACTOR SHALL MAINTAIN TRIMMED GRASSED AREAS (WEEKLY BASIS) AND CLEARSITE OF LITTER (DAILY BASIS)
11. THE CONTACTOR SHALL SWEEP ALL SOIL AND SILT OR DEBRIS FROM ROADWAYPERIODICALLY THROUGHOUT THE DAY, AND IF WARRANTED OR DIRECTED SWEEP ROAD WITHMECHANICAL STREET SWEEPER.
SOIL DE-COMPACTION AND TESTING REQUIREMENTS
SOIL COMPACTION TESTING REQUIREMENTS
1. SUBGRADE SOILS PRIOR TO THE APPLICATION OF TOPSOIL (SEE PERMANENT SEEDING AND STABILIZATIONNOTES FOR TOPSOIL REQUIREMENTS) SHALL BE FREE OF EXCESSIVE COMPACTION TO A DEPTH OF 6.0INCHES TO ENHANCE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER.
2. AREAS OF THE SITE WHICH ARE SUBJECT TO COMPACTION TESTING AND/OR MITIGATION ARE GRAPHICALLYDENOTED ON THE CERTIFIED SOIL EROSION CONTROL PLAN.
3. COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. A COPY OF THE PLAN OR PORTION OF THEPLAN SHALL BE USED TO MARK LOCATIONS OF TESTS, AND ATTACHED TO THE COMPACTION REMEDIATIONFORM, AVAILABLE FROM THE LOCAL SOIL CONSERVATION DISTRICT. THIS FORM MUST BE FILLED OUT ANDSUBMITTED PRIOR TO RECEIVING A CERTIFICATE OF COMPLIANCE FROM THE DISTRICT.
4. IN THE EVENT THAT TESTING INDICATES COMPACTION IN EXCESS OF THE MAXIMUM THRESHOLDS INDICATEDFOR THE SIMPLIFIED TESTING METHODS (SEE DETAILS BELOW), THE CONTRACTOR/OWNER SHALL HAVE THEOPTION TO PERFORM EITHER (1) COMPACTION MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTEDON THE PLAN (EXCLUDING EXEMPT AREAS), OR (2) PERFORM ADDITIONAL,MORE DETAILED TESTING TOESTABLISH THE LIMITS OF EXCESSIVE COMPACTION WHEREUPON ONLY THE EXCESSIVELY COMPACTEDAREAS WOULD REQUIRE COMPACTION MITIGATION. ADDITIONAL DETAILED TESTING SHALL BE PERFORMEDBY A TRAINED, LICENSED PROFESSIONAL.
COMPACTION TESTING METHODS
A. PROBING WIRE TEST (SEE DETAIL)B. HAND-HELD PENETROMETER TEST (SEE DETAIL)C. TUBE BULK DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIREDD. NUCLEAR DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED)
NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, ANDWHICH PRODUCE A DRY WEIGHT,SOIL BULK DENSITY MEASUREMENT MAY BE ALLOWED SUBJECT TO DISTRICTAPPROVAL.
SOIL COMPACTION TESTING IS NOT REQUIRED IF/WHEN SUBSOIL COMPACTION REMEDIATION(SCARIFICATION/TILLAGE (6" MINIMUM DEPTH)OR SIMILAR) IS PROPOSED AS PART OF THE SEQUENCE OFCONSTRUCTION.
PROCEDURES FOR SOIL COMPACTION MITIGATION
PROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSOILAND 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, ETC.). IN THEALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER MAYBESUBSTITUTED SUBJECT TO DISTRICT APPROVAL.
PENETROMETER MAY BE RE-INSERTEDIF/WHEN AN OBSTRUCTION (ROCK,ROOT, DEBRIS IS ENCOUNTERED.
NOTE: SOIL SHOULD BE MOIST BUT NOTSATURATED. DO NOT TEST WHEN SOIL ISEXCESSIVELY DRY OR SUBJECT TOFREEZING TEMPERATURES. SLOW, STEADYDOWNWARD PRESSURE USED TO ADVANCETHE WIRE.
HOLD WIRE HERE:
WIRE MUST PENETRATE A MINIMUM OF6” WITHOUT DEFORMATION.
18-21”
WIRE MAY BE RE-INSERTED IF/WHENAN OBSTRUCTION (ROCK, ROOT,DEBRIS) IS ENCOUNTERED
6.0” MIN. VISIBLE MARK ON WIRE ATDEPTH.
SIMPLIFIED TESTING METHODS
PROBING WIRE TEST- 15.5 GA STEEL WIRE (SURVEY FLAG)
GAGE READING 300 PSIOR LESS AT 6”
*USE CORRECT SIZE TIP FOR SOILTYPE
NOTE: SOIL SHOULD BE MOIST BUTNOT SATURATED. DO NOT TEST WHENSOIL IS EXCESSIVELY DRY OR SUBJECTTO FREEZING TEMPERATURES. SLOW,STEADY DOWNWARD PRESSURE USEDTO ADVANCE THE PROBE. PROBE MUSTPENETRATE AT LEAST 6” WITH LESSTHAN 300 PSI READING ON THE GAGE.
6.0” MIN. VISIBLE MARK ON SHAFT ATDEPTH.
HANDHELD SOIL PENETROMETER TEST
DATEBY
JOB NO.: 0119217
WAYNE J. INGRAM
N.J. P.E. NO. 24GB04258200
HUNTERDON COUNTY
FILENAME:
DATE:
CHECKED:
DESIGNED:
SCALE:
TITLE:
DRAWING NO.:
PROJECT:
DATEPROFESSIONAL ENGINEER
FAX. 908-238-9572PH. 908-238-0544140 WEST MAIN STREET
A PROFESSIONAL ASSOCIATION
HIGH BRIDGE, NJ 08829
NO.
AAP
ADR
CERTIFICATE OF AUTHORIZATION NO.: 24GA28021500 EXP. 8/31/2022
12 SCHOOLHOUSE LANEBLOCK 32 LOT 21.03
TOWNSHIP OF TEWKSBURY
REVISION
COPYRIGHT 2021 ENGINEERING & LAND PLANNING ASSOC., INC. ALL RIGHTSRESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITEDWITHOUT THE WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC. THIS DRAWING ISTHE SOLE PROPERTY OF ENGINEERING & LAND PLANNING ASSOC., INC. AND HAS BEEN PREPAREDSPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. IT IS NOT TO BE USED BY ANYOTHER PERSON OR FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OFENGINEERING & LAND PLANNING ASSOC., INC.
2/12/2020
07/28/2021
NEW JERSEY
NOTES:
1. THIS SET OF PLANS HAS BEEN PREPARED FOR THEPURPOSES OF MUNICIPAL AND AGENCY APPROVAL. THIS SET OFPLANS SHALL NOT BE UTILIZED FOR CONSTRUCTIONDOCUMENTS
07/28/21AA1 REVISED LAYOUT
5
DRY WELL CALCULATIONS:
TOTAL EXISTING LOT COVERAGE: 29,000 SFTOTAL PROPOSED LOT COVERAGE: 31,915 SFREQUIRED IMPERVIOUS TO DRYWELL:31,915 - 29,000 = 2,915 SF
PROPOSED DRY WELL RETENTION VOLUME:
REQUIRED STORAGE: 2,915 SF * 3" RAIN = 729 CF
ROPOSED DRY WELL STORAGE CAPACITY:
DIA: 8 FT (7.33 ID) DEPTH: 5.375 FT(3.14/4) * 7.33 * 7.33 * 5.375 = CFVOLUME OF PRECAST STRUCTURE : 226 CF
STONE VOID VOLUME (11 FT X 11 FT X 6.375 FT DEEP)11 * 11 * 6.375 = 771 CF
LESS OD OF DRY WELL (8 FT O.D.)(3.14/4) * 8 * 8 * 5.375 = 270 CF
VOL. VOIDS: 0.4 * (771 - 270) = 200 CF
TOTAL STORAGE VOLUME: 226 + 200 CF = 426 CF
USE TWO (2) DRYWELLTOTAL STORAGE VOLUME = 852 CF
852 CF PROP. > 729 CF REQUIRED
04-05-DETAILS.DWG