HomeMy WebLinkAboutSite PlanPERC1.',,,T,EST_1:,_.,. f EST
PERCOLATION TEST 201 PERCOLATION TEST 202
PERFORMED 08/04/09 PERFORMED 08/04/09
PRESOAK @ 9:00 A.M.. •, PRESOAK @ 8:46 A.M. .
DEPTH = 24" DEPTH = 24"
TIME READING DROP . TIME READING DROP
10:01 12.375 -- 9:34 12.75 -
R " 10:07 13.375 6.00 9:40 14.75 3.00
10:13 14.125 • 8.00 9:46 15.875: 5.33
10:19 14.625 12.00: 9:52: 17 5.33
10:25 15.125 12.00 9:58 17.875 6.86
10:31 15.625 12.00 10:04 18.75 6.86
10:37 16.125 12.00 10:10 - 19.375 9.23
10:43 16.5,16.00 10:16 12.75 REFILL
10:49 16.875 16.00 10:22. 14 4.80
10:55 17M_ 16.00 10:28 15 6.00
11:01 17.625 16.00 10:34 •':. -15.875.: 6.86
PERC RATE:10.1-20.0 MIN IN PER RATE: 5.1-10C.0 MIN IN
60r% IV V -VV- sGRADE-W. 7 kr" t 7" a U A _ FINISH _ MIN COVER
Y'3GRADETODRAINAWA n ,..- .: ,' s „ Y
s •
rr
LEACHING MELD
r
FINISH
F _ . INISAGRDEeLow
518 GRADE
RECOMPACTE .. , .
OO
7x
Ir'
Z,
BACK iFILL
04
e. . .. - i EXTti .... ,.. ........... EXISTING GR . .) } F t' r : END 6 OF , F ( )' r > cw L#. t' . -.: -. - ,.-. r <. NON -WOVE FABf . ... _ N FiLTEFI FABRIC RIC BELOWZ ...- ELEVATION TVP. . - . , - : .. L,„` , ,
r IC
eie,r f 1 PLACEDr OVER THE GROUNDf > }
ra•-• _: , - TRENCHES INSTALLED , r - . , ._i _-- WIDTH &LENGTH of TRENCH
Y.. oo IN APPR ..--•,'' , .. - _. •--., -•, 1 .-.. OVED SEPTIC ,.
f ) ..- ,I. 4 4 STONE M:_ETIFILLM __ .t Y r _•r .e.-ELEVATIONIOC. G MATERIAL SECTIONRADE -. -. ,_.:.y r._, ....,•`ti,-•; ,- t. 1;..- . '"``` r • CTDOT818 NOC NOTES. I STONE LEACHING TREN n ..1 E ,4. , 1 1CHCTYPaM1N, 6 SOIL COVER ••-- 2""I Si. (MAX.) : !/L/ , .GRADIATIONSEEDESIGNNOTES / - --- • 1. INSTALL SILT FENCE & WOOD STAKE2" MIH STONE COVER OVER SAS RECOMMENDED BY MANUFACTURER.' BOTTOM OF TRENCH ELEV. `-- - - --• ,I -- / .,. . pipE FACTURER2. SILT FENCsREMOVETOPSOIL, AND E SUBJECT TO HEAVY LOA SHALL BE REINFORCPOSTS (O.5 # STEE ED WITH FARM FENCING &STEELSEEDESIGNNOTES) L/L.F.. THPLACEAPPROVEDSEPTIC SH « ) E MINIMUMALLBESET18' ABOVE 4 pERFpR,e M POST LENGTH SHALL BEiFILLCASREWIPV(i PIPE 3. SILTRED) FENCE FABRIC SHALL BRESTRICTIVELAYERANDkE A PERVIOUS SHEET OF ' OPENINGS WOVEN PRONBOT< PROPYLENE, NYLON, LONx
OR POLPOLYETHYLENEYES EYTRESi'RIIC:TiY - • ETHYLE RNEFILAMENTSANDSHALLBELAYER (MOTTLING) • 48" ABOVE LEDGE CTYP.) • E CERTIFIED BY THR.E , E MANUFACTUR -. - ER OR SUPPLILEDGEcTYPa12"
STON'
GOILeA ® O .. . MSILTR. r4NOTTOSCALEEISECTIONNOTTOSCALErco -;
SOIL TESTING PERFORMED BY OTHERS ON 04/27/00, PERC RATE: 8 MINUTES PER INCH PER
N
TEST PIT #. TP HSA8 TPTESTPIT H86 TEST PIT #: TP H
FARMED BY OTHER SOIL TESTINGPERFORMED BY R ENGINEERING SERVICES AND NESSED BY UN CAS HEALTH DISTRICT
DEPTH 'OF TEST PIT: 90" DEPTH OF TEST PIT: 92" PITSDEPTHOFTEST 98
WATER OBSERVED T• O S A N A WATER OBSERVED AT. 88 " OBSERVED AT: WATER O S N/A
ST PIT P. HSD
D " EPT1`i OF E ST PI T 84 TEST' Pii #: TP 201
DEPTH OF TESTPM ffiIT"
LEDGE OBSERVED AT: N/A LEDGE OBSERVED AT: AN/ LEDGE OBSERVED AT: NGO /A
THIS SUAND` A ND MAP HASAS BEEN PREPARED IN ACCORDACCORDANCE WITH S ECTIOsIS 20 300b- 1 TH20-300b-20 O RUFTHERREGULATIONSCATIONSOFCONNECTICUTSTATEAGENCIESn
ROOTS:OBSERVED AT. N A ROOTSOBSERVED AT. AN/ ROOT OBSERVED AT. NO /AS
DE PTH OF TEST PlT., 72"
WATER OBSERVED AT. N/A
MOTTLING OBSERVED AT: 24"-33" MOTTLING OBSERVED AT: 34* MOTTLING OBSERVED AT: 33" R OOT S OBSERVED A.T. N/A
MOTTLING OBSERVED AT: Atd/ ROOTS OBSERVE D AT. N A , ..
MOTTL.INt3 OBSERVED AT. 28 _
SOIL DESCRIPTION - S I RIPTISOLDE OSSCN o Ls CRS521DEsFnaa
12" TOPSOIL, 0" `. 17" • : TOPSOIL n - " 0 12 TOPSOIL
MOTTLING OBSERVED AT: A CY CCYCLASTHE S T -D. vOSOFT1' SURVEY AN MAP TO ALLOW DETERMINATION OF COMPLIANCE
X12" - 28". SUBSOIL , : 17" '- 30" SUBSOIL , 12" - 37" SUBSOIL
fDESCRIPTION - t 4 IIC CRIPTION
28" - 48" MED, COMPACT, F TO V. 30" .: 48" COMP. FINES S SILT 37" 96" a:GRAVEL'A COARSE T b,
0" - 11" , TOPSOIL " .:
n - ;. 11 28" SUBSOIL
FINE'SAND'& SILT 48" 92". GRAVEL COARSE TO V. FINE SAND & SILT W /
O I LS DESCRIPTION
b" 10" TOPSOIL
TO THE OF wMYKoNOWLEDGEANDBELIEFTHISMAPI5SU65TANTIALLYCORRECTASN HERE ONS NOTED
48" :90" EGRAVL.& :COARSE TO V. FINE SAND SILT W/ BOULDERS
28 , 3 GRAY SAND
COMPACT
LOAM32" 84 MEMEDIUM SAND COMPACT
F.INEYSAND & SILT W/ . ROCKS, FINE SAND &SILT W/
ROCKSCKsROCKS -- C -
WITH ROCKS
t•1(tt'.'n ti Y
lr
x4pal
8
O
SCALE: 1"= 30
FARMED BY OTHER SOIL TESTINGPERFORMED BY R ENGINEERING SERVICES AND NESSED BY UNCAS HEALTH DISTRICT ONO8O4 09
CtVEYSTPITP. HSD
D " EPT1`i OF E ST PI T 84 TEST' Pii #: TP 201
DEPTH OF TESTPM ffiIT" TEST, PIT #. TP 202.
r... b OF TEST PIT # TP 203 TEST PIT #:. TP 204.
THIS SUAND` A ND MAP HASAS BEEN PREPARED IN ACCORDACCORDANCE WITH S ECTIOsIS 20 300b- 1 TH20-300b-20 O RUFTHERREGULATIONSCATIONSOFCONNECTICUTSTATEAGENCIESnWATEROBSERVEDAT: 76"
LEDGE OBSERVED AT: N A WATER OBSERVED AT N/A
LEDGE OBSERVED JIT: Aa/
PIT. 72WATER " OBSERVED AT, 86
LEDGE CJBSERVED AT: N/A'
4 DIwP'i''H OF TEST PIT: 84" WATER OBSERVE AT, N A
LEDt3E OBSERVED
DE PTH OF TEST PlT., 72"
WATER OBSERVED AT. N/A
FOR SU - MINjMUM STANDARDSSURVEYSANDMAPSINSTATEOFCONNECTICUT- CTNG L
AS ENDORSEDASSOCIATION BY THE CONNECTICUTNOFLANDSURVEYORSINC.INCT IS A ZONING LOCATION SURVEY OUNDARYROOTSOBSERVEDRVEDATN / A :
MOTTLING OBSERVED AT. N/A
R OOT S OBSERVED A.T. N/A
MOTTLING OBSERVED AT: Atd/ ROOTS OBSERVE D AT. N A , ..
MOTTL.INt3 OBSERVED AT. 28 _
AT: N A
ROOTS OBSERVED AT, N/A
NG OBSERV nM07TL1EDAT:
LEDGE OBSERVED T : VEDA A1'I/
ROOTS OBSERVED AT: AN/
D • NADETERMINATIONTION CATCATEGORY DEPENDANT RESURVEY CONFORMING rCLA:'SS A 2 AND GTO HORI L ACCURACY cATOPOGRAPHICSURVEY- 1' : EY CONFORMING TO VERTICAL ACCUF36MOTTLINGOBSERVEDAT: A CY CCY CLASTHE S T -D. vOSOFT1' SURVEY AN MAP TO ALLOW DETERMINATION OF COMPLIANCESOI.S.DESCRIPTI SOILS DES fDESCRIPTION - t 4 IIC CRIPTION NON-COMPLIANCEN -C MPLtANCE WITH STATUTORY OR MUNICIPAL REQUIREMENTS. REMENTS. OR z
b,
0" - 11" , TOPSOIL " .:
n - ;. 11 28" SUBSOIL
0" . n11 TOPSOIL
r11" 34 BROWNS LOAM ,, 0" - tY' . TOIL _
11 28" .: BROWN SANDY LOAM
0" i2" TOP501L i
t2°"r 32' i13ROWN SANDY
O I LS DESCRIPTION
b" 10" TOPSOIL
TO THE OF wMYKoNOWLEDGEANDBELIEFTHISMAPI5SU65TANTIALLYCORRECTASN HERE ONS NOTED28" 84" COMP, FINES &SILT
GRAVEL &COARSE TO V. •
SUBSOIL
3d"' . 97" COARSE 8 MWEL
28 , 3 GRAY SAND
COMPACT
LOAM32" 84 ME MEDIUM SAND COMPACT
t0'" 17" BROWN SANDY LOAM
11"" 72" COARSE SAND &GRAVE,. FINE SAND &SILT W/
ROCKSCKs 37" . 72" MEDIUM SAN® COMPACT WITH ROCKS
WILLIAM E WERTZ CT. L.S. #7006. 7
6 milli-_ ANY ORIGINALORIG1NAL OR DUPLICATE OF TT, HtS MAP IS NOT VALID UNLESSILBEARs IEEMBOSSEDSEALOFTHESURVEYORWHOSEREGISTRATIONNUMBERAPPA. E, RS ABOVE' NO OTHER CERTIFICATION OR WARRANTY IS EXPRESSED OR IMPLIED.
ao
N
ENGINEEE
Civil Engineering Environ
PROJ. ENGINEER KRG
PROJ. MANAGER`BJH
OFFICE REVIEW BJH
REVISIONS
SCALE: AS NOTED
4 1 Se q ui n D riv e
Glastonbury, CT 06 0 3CHOR.' 3
Phone. (860)'633-8770
RINGSERVICES' INC. Fax: 633-5971
www.anchorengr.com
mental Consulting Land Surveying g Construction Management
SEP tTICDESIGNPLAN
PREPARED
FOR
CH AZ ZT E RN I
1 361 OLD COLCHESTER R ROAD MON TVILLE, CT
PROJECT, DATE
SHEET T NO. 885-26 1 - OF081 1 _ 0 09
4 1 Se q ui n D riv e
Glastonbury, CT 06 0 3CHOR.' 3
Phone. (860)'633-8770
RINGSERVICES' INC. Fax: 633-5971
www.anchorengr.com
mental Consulting Land Surveyingg Construction Management
SEP tTICDESIGNPLAN
PREPARED
FOR
CH AZ ZT E RN I
1 361 OLD COLCHESTERR ROAD MON TVILLE, CT
PROJECT, DATE
SHEETT NO. 885-26 1 - OF081 1 _ 0 09