HomeMy WebLinkAboutSite PlanPERC RATE DATA
WITNESSED BY UNCAS HEALTH - 4/05/05
DEPTH - 5811
10:39 - 45"
10:43-111491/2" 2:55-251/4"
10:45 - 50" 3:00 - 26112"
PERC RATE- 4 MWAt Vgk INCH
DESIGN DATA:
PERCOLATION RATE = 1-10 MINANCH RATE
3 BEDROOM RESIDENCE REQUIRES
495 S.F. OF EFFECTIVE LEACHING AREA
EFFECTIVE LEACHING AREA ---56 LF x 9,2 SF/LF — 515,2 SF
USE (14) 4- LONG - 48"A8" GALLERY UNITS
USE A 1,250 GAL. 2 -COMPARTMENT TANK
WITH OUTLET FILTER DEVICE
RESERVE AREA NOT REQUIRED FOR REMOVAL & REPLACEMENT
OF EXISTING HOUSE PER UNCAS HEALTH
MLSS NEED NOT BE CONSIDERED
84°2315 11 EN/F
47, 51 ELIZABETH CAPER GENGENBACH ET AL
S 84023'32ff
133-35
f I WF
7..
W
 S850261481'.1.1.1.1..*.,.,.,,
11.
1.11'....".-,...i.........-.,,..."..,.,..-.....-..-..-"...,"..,,...,...".....,-.".,,..,....,,,,.-,..,...,.-.*. 11 80 811
SEWAGE PUMP SYSTEM INSTALLATION NOTES:
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE PUMP SYSTEM FOR APPROVAL BY THE OWNER, SHOP DRAWINGS
SHALL INCLUDE BUT ARE NOT LIMITED TO ELECTRICAL LAYOUTS, PUMP SPECIFICATIONS, AND PUMP TANK SPECIFICATIONS,
THE PUMP SYSTEM SHALL BE SINGLE PUMP WITH A HIGH LEVEL ALARM.
PUMP TANK,
THE PUMP CHAMBER SHALL BE OF PRE -CAST, REINFORCED CONCRETE,
THE PUMP CHAMBER SHALL BE CONSTRUCTED WATERTIGHT WITH ALL JOINTS WATERPROOF.
THE PUMP CHAMBER SHALL BE ANCHORED IN MASS CONCRETE AS NECESSARY TO RESIST FLOATATION,
SEWAGE PUMP
THE PUMPS SHALL BE SUITABLE FOR SEWAGE PUMPING AND DELIVER 25-60 GPM AT AN OPERATING HEAD OF 10'+ PIPE LOSSES.
THE PUMPS SHALL BE ENERGY EFFICIENT AND DURABLE FOR OPERATING 1-2 TIMES PER DAY FOR 10-15 MIN INTERVALS,
EACH PUMP DISCHARGE SHALL BE PROVIDED WITH IN -DEPENDENT UNION, CHECK VALVE, AND GATE VALVE AHEAD OF THE
SINGLE FORCE MAIN,
ALL VALVING, FIXTURES AND PUMP CHAMBER APPURTENANCES SHALL BE CONSTRUCTED OF PVC OR OTHER NON -CORROSIVE
MATERIAL.
ELECTRICAL
NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE PUMP CHAMBER,
THE ALARM AND PUMP POWER SUPPLY SHALL BE ON DIFFERENT CIRCUITS,
ALL ELECTRICAL CONNECTIONS AND ASSEMBLY SHALL BE INSTALLED BY A LICENSED ELECTRICIAN.
kn
I.., .......... ...........
100 ..........
TP# ....................... ............................................... ....... 8 83'142,4156LF- (14) 48"x48" CONCRETE GALLERIES ................ ............ .........................
BOTTOM OF SYSTEM - 9.80 .. .................. .94
25fINVERTATGALLERIES - 12.80
TOP OF GALLERIES - 13.80 ....... 32'.5'
SEE DETAIL)
7 VfF#1
WF#8
WF#§- TP#2
F% INSTALL & MAINTAIN A CONTINUOUS EXISTINGLINEOFSILTFENCE (SEE DETAIL) PERC EXISTING SEPTIC TO WOODBEABANDONED &
T1P#3
If
FILL D DOCK
LIMITS OF
INLAND WETLANDS
1 ¢ i41 1 1 WF#2EXISTINGWELLTO13,13
ABANDONED & FILLED z P
INVERT @ D -BOX - 13,60 75 RADIUS L
148LF OF PE' TUBING (SEE FORCE MAIN DETAIL) KI 2
INVERT @ D -BOX - 14,06 DERTH - 42" M FOR FROST PROTECTION
11 FOOTING DRAININSqLATEPE, TUBING AT D -BOX
I
WH'ERE 42" DEPTH IS NOT ACHIEVEDJ. f
OUTLET Y65,4 COAS I I
0 1
A
j T01v
EL &
5
MEAN HIGH WATER
N/Fp StA-13.1111
RJLIUS K, JURKIEWICZ &
ANN MARIE RJMEWICZ
AIL 1, pp'04P
38LF-4"Pvc 04
vsSTMI'DI785) CE k
4,50LIMITSOFSPECIALFLOODQ-6.,50BFE-13,0IHAZARDZONEA10
LIMITS OF TIDAL WETLANDSPROPOSEDAPPROX. LIMITS OF I YEAR, DFIVEWAY FLOOD
PROPOSED 1,250 GAL PRECAST PUMP C JBENCHUTILITIES (WATERTIGHT) 1,250 GAL PRE SEP IC TANK
SPIKE IN 32" MAPLE INLET INV, 6.70 WITH EFFLUENT FIL OUTLET
ELEV,-18.07 OUTLET PE TUBING = 7.50 (WATER TIGHT) '
PROVED E Vq#5
if
USE MEYERS EFFLUENT PUMP (TUF-TITE EF -4 OR AP LIMITS OF 100BUFFER1/2 HP MODEL #ME50 OR INLET INV. = 7. 10
APPROVED EQUAL OUTLET INV, - 6.85 FROM TIDAL WETLANDS
25F
N 8302332't W
Cb
370.
1
741
N/F INSTALL & MAINTAIN -A CONTINUOUS
ANDREW J, GILLESPIE & LINE OF SILT FENCE (SEE DETAIL) __
@ EXISTING WELL RUTH E. GILLESPIE . .. . ...... . .....
7- 14. NOT IN USE
LEGEND:
TEST HOLE DATA
FIRST FLOOR
EL, ELEVATION
WITNESSED BY UNCAS HEALTH - 4/05/05
SQUARE FEET
TYP.
PER REFERENCE MAP)
IPIN IRON PIN
TP "It' - 011-9t'TOPSOIL
RECOVERED
11,5x
9"-20" SANDY SUBSOIL
xIII.5 PROPOSED SPOT ELEVATION
2011-118" BONEY GRAVEL & MED, SAND
EXISTING CONTOURS
I
NO MOTTLING
BUILDING SETBACK LINE
WATER@116"
TEST ROLE
NO LEDGE
TP 112 11 0114211 TOPSOIL
12"-2011 SANDY SUBSOIL
20",3211 FINE MED. SAND & STONE
32"-55" FINE MED, GRAVEL
55"-78" MED, SAND
NO MOTTLING
Z Z WATER@55'1
NO LEDGE
z TP 11311 - 011-1811 TOPSOIL & FILL
18"49" FINE MED, SAND & STONE
491'-122" FINE MED. SAND & STONE
122"446" FINE MED, SAND
NO MOTTLING
WATER@135"
NO LEDGE
PERC RATE DATA
WITNESSED BY UNCAS HEALTH - 4/05/05
DEPTH - 5811
10:39 - 45"
10:43-111491/2" 2:55-251/4"
10:45 - 50" 3:00 - 26112"
PERC RATE- 4 MWAt Vgk INCH
DESIGN DATA:
PERCOLATION RATE = 1-10 MINANCH RATE
3 BEDROOM RESIDENCE REQUIRES
495 S.F. OF EFFECTIVE LEACHING AREA
EFFECTIVE LEACHING AREA ---56 LF x 9,2 SF/LF — 515,2 SF
USE (14) 4- LONG - 48"A8" GALLERY UNITS
USE A 1,250 GAL. 2 -COMPARTMENT TANK
WITH OUTLET FILTER DEVICE
RESERVE AREA NOT REQUIRED FOR REMOVAL & REPLACEMENT
OF EXISTING HOUSE PER UNCAS HEALTH
MLSS NEED NOT BE CONSIDERED
84°2315 11 EN/F
47, 51 ELIZABETH CAPER GENGENBACH ET AL
S 84023'32ff
133-35
f I WF
7..
W
 S850261481'.1.1.1.1..*.,.,.,,
11.
1.11'....".-,...i.........-.,,..."..,.,..-.....-..-..-"...,"..,,...,...".....,-.".,,..,....,,,,.-,..,...,.-.*. 11 80 811
SEWAGE PUMP SYSTEM INSTALLATION NOTES:
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE PUMP SYSTEM FOR APPROVAL BY THE OWNER, SHOP DRAWINGS
SHALL INCLUDE BUT ARE NOT LIMITED TO ELECTRICAL LAYOUTS, PUMP SPECIFICATIONS, AND PUMP TANK SPECIFICATIONS,
THE PUMP SYSTEM SHALL BE SINGLE PUMP WITH A HIGH LEVEL ALARM.
PUMP TANK,
THE PUMP CHAMBER SHALL BE OF PRE -CAST, REINFORCED CONCRETE,
THE PUMP CHAMBER SHALL BE CONSTRUCTED WATERTIGHT WITH ALL JOINTS WATERPROOF.
THE PUMP CHAMBER SHALL BE ANCHORED IN MASS CONCRETE AS NECESSARY TO RESIST FLOATATION,
SEWAGE PUMP
THE PUMPS SHALL BE SUITABLE FOR SEWAGE PUMPING AND DELIVER 25-60 GPM AT AN OPERATING HEAD OF 10'+ PIPE LOSSES.
THE PUMPS SHALL BE ENERGY EFFICIENT AND DURABLE FOR OPERATING 1-2 TIMES PER DAY FOR 10-15 MIN INTERVALS,
EACH PUMP DISCHARGE SHALL BE PROVIDED WITH IN -DEPENDENT UNION, CHECK VALVE, AND GATE VALVE AHEAD OF THE
SINGLE FORCE MAIN,
ALL VALVING, FIXTURES AND PUMP CHAMBER APPURTENANCES SHALL BE CONSTRUCTED OF PVC OR OTHER NON -CORROSIVE
MATERIAL.
ELECTRICAL
NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE PUMP CHAMBER,
THE ALARM AND PUMP POWER SUPPLY SHALL BE ON DIFFERENT CIRCUITS,
ALL ELECTRICAL CONNECTIONS AND ASSEMBLY SHALL BE INSTALLED BY A LICENSED ELECTRICIAN.
kn
I.., .......... ...........
100 ..........
TP# ....................... ............................................... ....... 8 83'142,4156LF- (14) 48"x48" CONCRETE GALLERIES ................ ............ .........................
BOTTOM OF SYSTEM - 9.80 .. .................. .94
25fINVERTATGALLERIES - 12.80
TOP OF GALLERIES - 13.80 ....... 32'.5'
SEE DETAIL)
7 VfF#1
WF#8
WF#§- TP#2
F% INSTALL & MAINTAIN A CONTINUOUS EXISTINGLINEOFSILTFENCE (SEE DETAIL) PERC EXISTING SEPTIC TO WOODBEABANDONED &
T1P#3
If
FILL D DOCK
LIMITS OF
INLAND WETLANDS
1 ¢ i41 1 1 WF#2EXISTINGWELLTO13,13
ABANDONED & FILLED z P
INVERT @ D -BOX - 13,60 75 RADIUS L
148LF OF PE' TUBING (SEE FORCE MAIN DETAIL) KI 2
INVERT @ D -BOX - 14,06 DERTH - 42" M FOR FROST PROTECTION
11 FOOTING DRAININSqLATEPE, TUBING AT D -BOX
I
WH'ERE 42" DEPTH IS NOT ACHIEVEDJ. f
OUTLET Y65,4 COAS I I
0 1
A
j T01v
EL &
5
MEAN HIGH WATER
N/Fp StA-13.1111
RJLIUS K, JURKIEWICZ &
ANN MARIE RJMEWICZ
AIL1, pp'04P
38LF-4"Pvc 04
vsSTMI'DI785) CE k
4,50LIMITSOFSPECIALFLOODQ-6.,50BFE-13,0IHAZARDZONEA10
LIMITS OF TIDAL WETLANDSPROPOSEDAPPROX. LIMITS OF I YEAR, DFIVEWAY FLOOD
PROPOSED 1,250 GAL PRECAST PUMP C JBENCHUTILITIES (WATERTIGHT) 1,250 GAL PRE SEP IC TANK
SPIKE IN 32" MAPLE INLET INV, 6.70 WITH EFFLUENT FIL OUTLET
ELEV,-18.07 OUTLET PE TUBING = 7.50 (WATER TIGHT) '
PROVED E Vq#5
if
USE MEYERS EFFLUENT PUMP (TUF-TITE EF -4 OR AP LIMITS OF 100BUFFER1/2 HP MODEL #ME50 OR INLET INV. = 7. 10
APPROVED EQUAL OUTLET INV, - 6.85 FROM TIDAL WETLANDS
25F
N 8302332't W
Cb
370.
1
741
N/F INSTALL & MAINTAIN -A CONTINUOUS
ANDREW J, GILLESPIE & LINE OF SILT FENCE (SEE DETAIL) __
@ EXISTING WELL RUTH E. GILLESPIE . .. . ...... . .....
7- 14. NOT IN USE
LEGEND:
F,F. FIRST FLOOR
EL, ELEVATION
S,F, SQUARE FEET
TYP. TYPICAL
IPIN IRON PIN
REC, RECOVERED
11,5x EXISTING SPOT ELEVATION
xIII.5 PROPOSED SPOT ELEVATION
10 EXISTING CONTOURS
I PROPOSED CONTOURS
BUILDING SETBACK LINE
TEST ROLE
LIFTING HANDLES
2X2 98 16 GA. WIRE MESH FILTER
11/211 FABRIC— 12" OF BACKFILL 1' BROKEN STONE
IIY-6" In oRsxILiTLAOtvnNOCKOUTINLETANDPOST —
SELF CLEANINGOUTLETOPENINGS
0
COMPACT D
BACKFILL
co
0 oo
0. 7T
SILT FENCE 6 1/8"
NOT TOSCALE —4 + p
002"
CAST 101,
CONCRETE COVERS C)&-
PLAN 2011 0STANDARDD -BOX
NOT TO SCALE .
2411 DIAX ACCESS MANHOLE 81,
CAPACITIES A B C MIN 450 GALLON EXCESSSTORAGE To GRADE, SEALED ORMIN60 LB. (9
VOLUME ABOVE ALARM SWITCH COVER 001250GAL6111511148116
1500 GAL 69" 59" 56" 14 1/2"
NLQTE, FORCEWMStII PLACED ONA4" SAI TOPSOIL POSITIVE GRATE FROMTHE PUW TANKTOTM PUMP LIFT CHAIN (PLASTICOR 17 3/8" 4 x 4 12.6/12,6 GA, WIRE MESH LORI, SEED MULCH LEACHINGFIELD AREA. THE FORCEMAINMUST NYLON)
17 1/2" 6x 6 6/6 GA. WIRE MESH GRAvrryDRAINBACK TO THEPUMPTANK, POWER SUPPLY TO CONTROL BOX
2" DIAM, PVC FORCE MAIN TO 29
44NLET FROM SEPTICTANK LEACHING SYSTEM
INLE 3'! VENT----- OUTLET
ELPUMP
RAILFORFLOATINGBACKFILLFROMREQUIRETOPSOILST) FRC. LIQUID LEVEL_ ___ EWAVAINN (DEnHVARIES) WITCHES ANLEADS 1/4" DLAM. WEEP HOLESTAND -W
p1wAL= STAND-BYPUMP ON & ALARM WATERPROOF JOINTS 48 GALLERYCONTINUOUSHOTp. -OUTLET
FILTER 8" ABOVE PRIMARY PUMP ON
PUMP CROSS SECTIONAclASPHALTSEALUDEVICEGALLONS
4es
Mvoz
SCHED, #40 UNION, CHECKVALVE AND GATE
CLEAN SAND STORAGE VOLUME OF 120-150
NWQFF I I - NOT TO SCALE2ORPVCVALVEFOREACHPUMP12tiMINIMUM8" SUMP STORAGE 0?4
FORM MAIN DISCHARGE TO FORCE MAIN
ASTMD224108
APPROVEDOVED EQUAL) PUMP WITH LEGS
FLOATCONTROL SWITCHES dVtijs map is substantially correct as noted hereon. CROSS SECTION
1250/1500 GALLON
PUMP CHAMBER DETAIL t2COMPARTMENTFORCEMAINBACKFILLDETAIL
S
CT LIC. # 19789
SEPTIC TANK (NOT TO SCALE)
NOT TO CALE
NOTTO SCALEC Itlaout live signature and embossed (impression) type seal,
i
EROSION AND SEDIMENT CONTROL PLAN:
1, CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
TO BELIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE
AND SEPTIC SYSTEM,
2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED,
3. ALL TOPSOIL, TO BE STOCKPILED ON SITE AND PROTECTED
WITH HAYBALES OR SILT FENCE,
4, ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 11 SLOPES,
5, PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE
TOWN OF MONTVILLE SHALL BENOTIFIED WHEN SEDIMENT
CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION
CAN OCCUR,
6, THE CONTRACTOR WILL BE RESPONSIBLEFOR THE INSTALLATION
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL
MEASURES THROUGHOUT STRUCTION,
7, DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH
WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE
TEMPORARY VEGETATIVE COVER:
MULCHES APPLICATION RATE NOTES
PER 1000 S.F.
STRAWMAY 70-90 lbs, FREE FROM WEEDS
AND COARSE MATTER
WOOD CHIPS 185-275 IN. FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
PLANTING SCHEDULE: 12lbs NITROGEN If TON
SEEDING DATES:
APRIL I --- JUNE 15
AUGUST ...... SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
100/o PERENNIAL RYE
NOTES:
1, TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STANDARDS,
2. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY
A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT,
3. BASE FOR LEVELS: NG.V.D. 1929 - PER REFERENCE MAP,
4, TOTAL AREA OF PROPERTY - 70,350 S.F,± (1,61 ACRESI),
5, A BENCHMARK IS TO BE PLACED WITHIN 25' OF THE PROPOSED SEPTIC
SYSTEM AT THE TIME OF CONSTRUCTION.
6, THE PROPOSED HOUSE LIES WITHIN WITHIN SPECIAL FLOOD HAZARD ZONE AIO
WITH A BFE OF 13.0, FLOOD INSURANCE IS RECOMMENDED AND FEMA
APPROVAL MAY BE REQUIRED,
7, THERE WILL BE NO INCREASE IN FLOOD LEVELS DURING A 100 YAER STORM
AND THERE WILL BE NO ADVERSE IMPACT TO ABUUTING PROPERTIES DUE TO
THE FILL BEING PLACED ON SITE, (APRROXIMATELY 1,100 CU. YDS.).
MAP REFERENCE:
SITE PLAN PROPERTY OF PERCI JANE BIEDERKA, #22 MASSAPEAG ROAD, UNCASVILLE,
CONNECTICUT, I"-20', MAY 2005, PREPARED BY BRIAN E. SITTY, LIS.
ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT
PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANITARIAN,
LEACHING SYSTEM CONSTRUCTION NOTES:
1, TOPSOIL TO BE STRIPPED OFFPRIORTO FILLING, FILLMATERIAL BETWEEN AND BEYOND
TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED
AND COMPACTED IN 61' Lff`TS, SELECT FILL SHALL MEET TRFOLLOWING MINIMUM REQUIREMENTS:
A, THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGFRTHAN 3 INCHES.
B, THE FILL SHALL NOT CONTAIN MORE THAN 45PERCENT GRAVEL (GRAVEL IS BETWEENNO, 4 luY SIEVES)
NOMORETHAN 45 PERCENT OF THE MATERIALCAN BE RETAINED ON THE NO, 4 SIEVE,
GRAVELC, THEFILL LESS THE SHALL MEET THE FOLLOWING GRADATION CRITERIA:
SIEVE SIZE: #4 #10 #40 #100 #200
PASSING: 100 70.100 **10-50 040 0-5 WET SIEVE
PASSING:'; 100 70.100 10-75 0-5 0-2.5 DRY SIEVE
PERCENTPASSING THE #40 SIEVE CANBEINCREASED TO NO GREATERTHAN 75% IFTHE PERCENT
PASSING THE #100 SIEVE DOESNOT EXCEED 10% AND THE 9200 SIEVE DOES NOT EXCEED 5%.
2, AT THIS TIME ADDITIONAL TESTHOLES AND APERC TEST IS REQUIRED,
DOCUMENTATION OF TEST RESULTS ARETO BEPROVIDED TO THE TOWN SANITARIAN,
3, FILLMATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION, NOTRAFFIC OTHER THAN
TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OROTHERWISE COMPACT THE FILL AREA
AFTERTOPSOIL REMOVAL FILLMATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND
SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES, STOCKPILING IS TO TAKE PLACE UPGRADIENT OF
THE LEACHING AREA, THE AREA DOWN GRADIENT OF THELEACHING AREAIS NOTTO BEDISTURBED,
SEPTIC SYSTEM CONSTRUCTION NOTES:
1, CONSTRUCTION SEQUENCE:
A. STRIP & STOCKPILE TOPSOIL FROM LEACHING AREA,
B. EXCAVATE GWIDE TRENCHES AND PREPARE SURFACE.
C PLACE GALLEY UNITS IN TRENCH AND FILL WITH STONE AS SHOWN,
D, PLACE A 6' WIDESTRIP OF NON -WOVEN FILTER FABRIC ON TOP OF
THE ENTIRE LENGTH OF THE SYSTEMAND BACKFILL WITH
NATIVE MATERIAL,
E. LOAM, FINE GRADE TO FINISHED GRADEAND SEED, PROTECT DISTURBED AREAS
WITH EROSION CONTROLS UNTIL FIRST MOWING,
2, THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN, EXTRA HEAVY CAST IRON,
DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D 1785 SCHD 40 OR APPROVED EQUAL,
3, ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED,
4, SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN
STONE ON COMPACTED SUBGRADE,
5. THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75' OF THE PROPOSED WELL AND
SEPTIC SYSTEM AS SHOWN ON THIS PLAN,
6, APPROVED STONE AGGREGATE FOR LEACHING GALLERIES SHALL BROKEN STONE, CRUSHED
STONE, OR SCREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M,01.01 FOR NO. 4
STONE:
SIEVE SIZE PERCENT PASSING (BY WEIGHT)
2 -INCH 100
1 -1/2 -INCH 90-100
1 -INCH 20-55
3/4 -INCH 0410
3/8 -INCH 0-5
7, THE BOTTOM OF THE LEACHING TRENCHES SHALL BE SET A MAXIMUM OF
60" INTO EXISTING GRADE.
8, THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE
FIELD BY A LICENSED LAND SURVEYOR,
9. A VACUUM TESTED SEPTIC TANK (WATER TIGHT) ISTO BE INSTALLED, A LETTER OF COMPLIANCE
IS TO BE SUBMITTED WITH FINAL PAPER WORK.