HomeMy WebLinkAboutPlot Plan2'x2'x48' WOOD POST
INLET -
INLET BAFFLE -
2/3 REQUIRED
CAPACITY -
SEDIMENT FENCE
INSPECTION OPENING
MANHOLE MANHOLE
i r i
NOW FENCE
FOR SUPPORT
OUTLET
OUTLET DEVICE
FILTER
1/3 REQUIRED
CAPACITY
4 TIMES WIDTH OR DEPTH
NOTE, CLEANOUT MANHOLES ARE ALL BAFFLED
INSPECTION MANHOLES SHALL BE LOCATED AT A
DEPTH NOT GREATER THAN 12' 13ELOW FINAL GRADE.
APPENDIX B
AEPROVED SEPTIC TANK 0 i 1, I EILTERS
INTERNAL Ot ALTERS
MANICEAUIUM 1
ORENCO SYSTEMS FT0444-36, FT0854-36, FT1254-36, FT1554-36
THORSBY & DOWNE SANITEE
TUB-TITE EF -4
UNITED CONCRETE CO. PL122
ZABEL A100 A1800 A300 A1801
A100 -HIP A1800 -HIP
A300 -HIP A1800 -HIP
TYPICAL SEPTIC TANS
4' SOLID PVC TO
LOWER LEACHING
INFR. "1'RATOR---t
PRECAST CONCRETE
DISTRIBUTION BOX DR
APPROVED 'EQUAL
4" PERFORATED PVC
INLET FROM LEACH1146
INFILTRATOR
SET DISTRIBUTION BOX
LEVEL ON LAYER OF
CRUSHED STONE
LEGEND
Cl
BUILDING 5ET13ACK
6' MIN,
PROPOSED
BITUMINOU5
3' 12'
MIN.
LIQUID
DEPTH
LENGTH NOT GREATER THAN
NOW FENCE
FOR SUPPORT
OUTLET
OUTLET DEVICE
FILTER
1/3 REQUIRED
CAPACITY
4 TIMES WIDTH OR DEPTH
NOTE, CLEANOUT MANHOLES ARE ALL BAFFLED
INSPECTION MANHOLES SHALL BE LOCATED AT A
DEPTH NOT GREATER THAN 12' 13ELOW FINAL GRADE.
APPENDIX B
AEPROVED SEPTIC TANK 0 i 1, I EILTERS
INTERNAL Ot ALTERS
MANICEAUIUM 1
ORENCO SYSTEMS FT0444-36, FT0854-36, FT1254-36, FT1554-36
THORSBY & DOWNE SANITEE
TUB-TITE EF -4
UNITED CONCRETE CO. PL122
ZABEL A100 A1800 A300 A1801
A100 -HIP A1800 -HIP
A300 -HIP A1800 -HIP
TYPICAL SEPTIC TANS
4' SOLID PVC TO
LOWER LEACHING
INFR. "1'RATOR---t
PRECAST CONCRETE
DISTRIBUTION BOX DR
APPROVED 'EQUAL
4" PERFORATED PVC
INLET FROM LEACH1146
INFILTRATOR
SET DISTRIBUTION BOX
LEVEL ON LAYER OF
CRUSHED STONE
LEGEND
Cl
BUILDING 5ET13ACK LINE PROP PROPOSED
BIT BITUMINOU5 PVC POLY VINYL r1liLORIDE
BDRM BEDROOM
5cf'ii LANK RT4LLf 204'
R RESERVE LEA'HING AREA
EXIST) EX.15TINC,
227`
F FOUNDATION 5F SQUARE FEET
INV INVERT
200'
t
124'
TP TEST P'I7
IP IRON PIPE
LE
TYP TYPJCAL
LF LINEAR FEET
V.'
FRONT YARD 5ET!AC( 50'
PROPOSED WW -111M5
51DL YARD 5ETBAC(
MERESTONE
15'
NGVD NATIONAL GEODETIC VERTICAL DATUM
530' 250't
LOT NUMBER
P PERCOLt',T10N TEST
5U8 PROP05ED CCITOUR
5ANITARY DE51CaN CRITERIA
A. PROP05EL FOUR BEDROOM HOME WITH FULL BASEMENT. ONE TUB OVER
100 C.4ALLON5 IN 5IZE. SEPTIC SYSTEM OE5IQNED FOR A FIVE BEDROOM HOME.
B. 1500 C4ALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND PROVIDED.
C. DE516N PERCOLATION RATE:: 1.0 TO 10.0 MIN/INCH
G. MINIMUM LEACHING 5Y5TEM{ 5PQC:AD
HF- -- 20 GRADIENT BETWEEN 5.1 & 10.0%
RE5TRICTON 5ETWEEN 22.1" & 26" (TEST PIT 189)
FFA = 2.5 FIVE BEDQOOM HOME
PI~ 1.0 PERC, RATE LE -55 THAN 5.0 MIN/INCH
ML55 - HF x FF x PF = 20 x 2.5 x 1.0 = 70'
E. EFFECTIVE, l...EACHING AREA QEQUIQED PER. CODE: 760 5F
F. 2" KC,H SINE. x 5411f)t INFILTRATOR5 SELECTED FOR LEACHING 5Y5TEM DESIGN.
ERI' ECTIVE L,EAC-iINC1 AREA PROVIDED PER LF PER CODE: 5.9 5F
MIN LEI ("TIL OF 5!DE x 51DE INFILTRATOR REQ: 760 5F/5.9 5F/LF 126.62'
G EFFECTIVE LEACHING AREA PROVIDED
2-715' LONG x 12" HIGH 51DE x SIDE INFILTRATOR
205' x 5.9 5F/LF = 665 5F
H. 100% 2E5EQVr AREA. 2EQUIRED AND PROVIDED.
NO.
I. TH15 PLAN 15 A 5UB5URFACE 5EWAQE D15PO5AL 5Y5TEM PLAN. ALL WORK 5HALL COMPLY WITH THE CURRENT REQUIREMENT5 OF THECONNECTICUTPUBLICHEALTHCODE, REQULATION5 AND TECHNICAL STANDARDS FOR SUB51URFACE 5EWACE DI5PO5AL 5Y5TEM5. DEPARTMENT OF PUBLIC HEALTH, STATE OF CONNECnCUT.
2. BOUNDARY INFORMATION, INLAND WETLAND BOUNDAPIE5, AND TE5T PIT DATA AND LOCATION TAKEN FROM A PLAN TITLED "LOCHDALtE5TATE5PROPERTYORBERNAQDBARNETT & HAROLD D. BA17 F02SYTH 2OAD AND JEFFERY MANOR DRIVE MONTVILLE, CONN.," 2EV15ION CJULY9, 1992, TOTAL TECHNOLOGY, INC.
3. TOPOGRAPHY OF THE HOUSE AND SEPTIC AREA WA`., CONFIRMED AND A BENCHMARK SET BY TOTAL TECHNOLOGY IN JUNE, 2002.
4. "5ELECT FILL MATERIAL" AND "BACKFILL MATERIAL", PLACED WITHIN AND ADJACENT TO PROPOSED LEACHING AREAS 5HALL BE COMPR15EDOFCLEAN5ANDANDGRAVEL, FREE FROM ORC}ANIC MATERIALS AND DELETERIOUS SUBSTANCES. THE FILL MATERIAL SHALL MEET THE.
FOLLOWINQ REQUIREMENTS UNLE55 OTHERWISE APP20VED BY A PROFE55IONAL ENGINEER FOR U5E WITHIN THE LEACHING AREA.
A. THE FILL SHALL NOT CONTAIN ANY MATE21AL LAQGER THAN THREE (3) INCHES.
B. UP TO 45% OF THE DRY WEIGHT OF 7HE REPRE5ENTAIIVE SAMPLE. MAY BE RETAINED ON THE #4 5]P -VE. THIS 15 THEGRAVELPORTIONOFTHESAMPLE.
C. THE MATERIAL THAT PA55E5 THE #4 5!f -VE I5 THL REWEIQHED AND THE 5IEVE ANALY515 5TARTED.
D. THE REMAINING SAMPLE SHALL MEET 1HE FOLLOWING GRADUATION CRITERIA:
SIEVE 51ZE PERCENT PASS[NG
4 100%
10 0-100%
40 0-50%
100 0-20%
200 0-5%
NOTE: PERCENT PA551NG THE #40 51EVC. CAN BE INCREASED TO NO GREATER THAN 75%, IF THE. PERCENT PA55ING THE. 100 5IEVE DOES NOT EXCEED 10 % AND THE #200 5IEVE DOES NOT EXCEED 5%.
THE RESPONSIBILITY FOR THE PREPARATION OF A LACHING AREA UTILIZING "SELE;CT MATERIAL" 15 THAT OF THE LICENSED IN517ALLER. THE IN5TALLE.R SHALL TAKE THE NECE55ARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING 5011_5 FROM OVERCOMPACTIONAND51LTATIONONCEEXPOSED.
5. AT THE TIME OF TH15 DESIGN THERE WERE NO EX15 ING WELLS WITHIN 75' OF THE P2OPO5ED SEPTIC 5Y5TEM AND THERE WERE NOEX151TIN6SEPTIC5Y5EMSWITHIN75' OF THE PROPC)5ED WELL LOCATION.
6. PERFORATED PVC FOUNDATION DRAINAGE SHALL BE LOCATED NO CLOSER THAN 25' FROM THE SEPTIC 5Y5TEM. THE FOUNDATION OUTLETDRAINSHALLBELOCATEDNOCLOSERTHAN10' FROM THE SEPTIC 5Y5TEM AND SHALL MEET TABLE 2-C OF THE STATE HEALTH CODE.
A RODENT PROOF COVER 5HALL. BE PROVIDED ON THE FOUNDA,TION OUTLET DRAIN AT "DAYLIQHT."
7. TO ENSURE THAT THE MINIMUM HEALTH CODE REQUIREMENTS A2E MET. THE FOUNDATION AND 5EPTIC SYSTEM 5HALLBE5TA(ED OUT AND GRADE5 E57A9L.15HED BY A UCEN5ED LAND SURVEYOR.
0. CONTRACTOR SHALL NOT DEVIATE FROM TH15 PLAN I ITH'OUT THE. WRITTEN APPROVAL OF THE ENC,INEER. IF ANY CONDITION, A5 SHOWNHEREON, OR 15 NOT A5 DELINEATED BY THE. FIELD '!'CST DATA, THE CONTRACTOR 5HALL STOP WCR( AND NOTIFY THE ENGINEER AT ONCE.
9. OWNER/APPLICANT: JOHN DLA:IANTINI
1399 OLD COL.CHE5TER ROAD
MONTVILL`, CT 06353
10. ENGINEER: TOTAL TECHNOLOGY, INC.
456 WILL>AM5 STREET
Nf-"6' LONDON, CT 06320
850) 447-0020
11. THE UNCA5 HEALTH DI5TQICT 5HALL ADV15E THE ENC;INEE.Q IF ADDITIONA' TEST PITS ARE REQUIRED. IF REQUIRED, TEST PIT'SX" "Y" AND "Z" ARE 'PQ0PO5FD TO BE 5TAr fD 0 T BY A L ICEN5ED 5URVEY02 AND DUG AT THE TIME OF FOUNDATION EXCAVATvli, WITNESSING OF THE5E TEST PI -15 WILL BE COORDINATED WITH THE UNCA5 HEALTH DI5TQICT.
12. PRIOR TO INSTALLATION Or THE PROPOSED POOL, k; P20VAL OF THE MONTVLLE INLAND WETLANDS COMM155ION IS Qr U QEDFORWORKINTHEWETLANDBUFFERAREA.
ANI Y ELEVATION -DATA
U SANITARY INVERT AT FOUNDATION: 511-70'
44'--4" DIA 5CHEDULE 40 A5TM D1705 OR EQUAL Pi? .
MIN SLOPE = 1/4" PER FT)
UJ 1500 GALLON TWO COMPARTMENT SEPTIC TANK
IPr'V. 510.75 IN
1N'J. 510.50 OJT
10--4- DIA 5DQ 35 PVC PIPE
MODIFIED HIGH LEVEL OVERFLOW "D' BOX
11111. IN 509.75
INV. TO TRENCH 509.58
INV. OVERFLOW 509.83
15'-- 4" DIA 5DR 35 PVC PIPE
r\ » D" BOX
INV. 508.95 IN
INV. 508.78 OUT
O 75' LONA X 40" GLIDE X 12" -I'H SIDE BY 510° NFILTRATC25>.
BOTTOM OF INFILTRATOR E' 509.00 ;E3) 50:.20 (9) INFILTRATOR 1N'V: :09.58 :B) 506.70 (9)
I ` d D 8fIND
ERCOWIONDATA
TP # 12 (1-26-66)
0-6' TOP501L
0- 39' DARK YELLOW15H - 62'OWN FINE SANDY LOAM
30-04" OLIVE -GREY LOAMY FINE 5AND, FIRM
NO LEDGE, GQOUNC ),TATER Ca? 26', MOTTLING AT 24"
TP #55 (10-24-06)
0-0*. DARK BROWN T P. OI L
8-20" YELLOW ORANQF, BQOWN SANDY LOAM WITH GRAVEL
20-59" GREY TAN COMPACT TINE 5AND WITH SILT AND GRAVEL
59-65" TAN MODERATELY C:J"PACT 5ANDY LOA? W[TH COBBLES
MOTTLING, AT 29", NO LEDGE, GROUNDWATER AT 70"
TP #144 (1-11-91)
0- 12" TOP501L
12-26" LIQHT BROWN FINE SANDY LOAM
26-E3r-f' GRE=Y -BROWN MEDIUM -FINE 5ILTY SAND, TRACE OF GRAVEL
NO LEDGE, AT 26", MOTTLINQ AT 26"
TP #145 (1-11-91)
0-12°' TOP501L
12-30" ' IQHT BROWN FINE a' ANDY LOAM
30-00' CLY -BROWN FINE S!LTY 5AND, TP -ACE OF C,QAE -L
NO LEDGE, QROUNGA`^1ATEQ AT 307 , MOTILIN AT 24"
PERCOLATION Df-51GN CR;T tE ?!A
P-1 1A 4.0 MINUTE5/INCH AT 27' DEPTH
P-12 3.2 MINUTE5/INCH AT 22" DEPTH
514 -
512 -
510 - -
506
504
502
500
LOCATING DIMEN51ON5
x), 1Y
FDN CORNER 175' 162'
FDN CORNER OB 213' 125'
5cf'ii LANK RT4LLf 204'
BOAC 1 OB' 227`
a' 60x 115' 227'
WELL LOCATION 200'
t
124'
ZONING
CO M PLIAN C E TA3 LE
12CURED
f
r
V.'
FRONT YARD 5ET!AC( 50' 52`
51DL YARD 5ETBAC( 15' 100't
REAR YARD SETT' C( 530' 250't
FILL 10' BEYOND INFILTRATOR
SHALL BE NO LOWER THAN
TOP OF INFILTRATOR
30 a 60 90
TH15 MAP 15 COMPILED FROM OTHER MAP5, DLED DIMEN5ION5
AND OT NPIR 5OURCE5 OF INFORMATION, NOT TO 5L CON5TRUEDDUETO015TORTIONDURINGREPRODUCTION, TH15 PRINT MAY NOT w ! . SCALE EXACTLY. ALL DIMEN510N5 5HOWN OVERRULE 5CAUNG. IF CIRAPHIC 5CALE IN FEET A,5 AN ACCURATf. SURVEY AND SUBJECT TO FINAL CHANQLJ'
HERE ARE ANY DI5CREPANC!E.5, CONTACT ENGINE=I R. (CHECK be-F'Oa- V5INq) A5 A MOP -r- ACCUR,.AT_ 5t,, RVEY M" D16CL05E„
0 2002 TOTAL TECHNOLOGY !N
These drawings are the propertyOf' the Engineer and have been
speciFically prepared fo,. tY w,je, of this project, at tris s:te, arci
are not to be ch.Jp;i, c CES. -i cr L'SedInpartorwholesFor !Iny e't+ e -. purpose, project, 10C C t .Mrs or o K nerwithouttheexpressed *,A to n
consent of thc> Engineer.
w
a
t
f
r
0 2002 TOTAL TECHNOLOGY !N
These drawings are the propertyOf' the Engineer and have been
speciFically prepared fo,. tY w,je, of this project, at tris s:te, arci
are not to be ch.Jp;i, c CES. -i cr L'SedInpartorwholesFor !Iny e't+ e -. purpose, project, 10C C t .Mrs or o K nerwithouttheexpressed *,A to n
consent of thc> Engineer.