HomeMy WebLinkAboutPlot PlanGASP" A 08 1 (ft (1) INVERT lk, IfBR
HOUSr
SLA13 E TNIVI-ERT OUT' (TO TRENCHES) 2'8-01. 25
REATEDcn
101 OF IFOUND)k:nON 283-10 TNVERT OUT 280.42
SUM DtNG PAPER
iNVERT 11t,
WT295,/l OR JEOUAL
INVERT TO'
0 Pvc PIPE4" PERFORATE
TH F`
OF YR! 0 H T SE r`RAXf4r,3S ARE THE PROPERTY OF THE ENGINEER
AND HA vl: BEEN PREPARED SPECIFkCALLY FOR THE OMMDICESAREHE",41T EYIFOR 'MIS PROJECT AT THIS SITE, AND ARE ;40T TO BEEF,
1`_Et` , USED F0,R 4Y OTHER PURPjSE, LOCATION OR OWNER
IMTITTEN Cf,,USENJ QF THE ENrINFER. HQ U T WR
ISTAY ASOVEI.-OAMY FINL SAND 3. NO FOUNDATION DRAINS OR DRYWELLS SHALL BE INSTALLED WITHIN 25 FEET UP
GRADIENT OF THE SEPTIC LEACHING SYSTEM OR WITHIN 50 FFET DOWN GRADIENT
PERCOLATION RATE,t fj MI t,, 6 JTEIZ T litCH (9/3/88) OF THE SYSTEM.
TOPSOIL
4_ FOUNDATION DRAINDISCHARGE WITH IN 25 FEET OF A SUBSURFACE SEWAGI, L
TH u2 Wi to 8" WSPOSAL SYSTEM (SSDS) SHALL BE CONSTRUCTED WITH RUBBER CASTED 'PIPE
8/29/88 8" to 27" YELLOWISH BROWN FINE` SANDY LOAM, FRIABLE AS NOTED IN THE CONNECTICUT- PUBLIC HEALTH CODE REGULATIONS AND
WEAK TO MODERATE SUBANGULAR'bt-OCKY TECHNICAL STANDARDS FOR SSDS (PAG-- '21, TABLE 2-C PURSUANT TO SECTION
STRUCTURE, 1014 COARSE FRAGMENTS, FEW FINE ROOTS 19-13-B 103. STORM WATER DRAIN PIPE WITHIN 50 FEET, BUT NOT WITHIN 2
33 OLIVE BROWN FINE SANDY LOAM, MASSIVE, 10% FEET OF THE SSDS SHALL BE CONSTRUCTED OF TIGHT PIPE AS DENOTED IN THE,
COARSE FRAGMENTS,, FEW FlNE,ROQTS ABOVE REFERENCED CONNECTICUT PUBLIC HEALTH CODE. ALL BACKFILL AROUND
JFEW VERY FAINT RUST AND GREY MOTTLES IS TO BE NATIVE SOIL.
31 't 81f OLIVE ROWBN SANDY TILL, MASSIVE,
0125% COARSE FRAGMENTS, FIRM 5. NO UTILITIES SHALL RUN THROUGH ANY PORTION OF,A PRIMARY OR RESERVE
J LEACRING AREA OF A SSDS.
140 LEDGE ENCOUNTERED
MOTTLING @ 27" 6,SITE 'PREPARATION PROCEDURE FOR THE INSTALLATION OF THE NEW SSDS:
NO GROUNDWATER ENCOUNTEREn
ROOT ZONE EXTENDS TO 37 A. INSTALL AND MAIN, TATN TEMPORARY SEDIME14T FENCE AT THE BOTTOM OF
STAY ABOVE 33, CONSIDER GROUNDWATER 27" SLOPE OF NEW FILL AREA..(,EE PLAN).
PERCOLATION RATE @ 18" _0 MINUTESJIXCH 9/3/89,), B. STRIP ALL TOPSOIL, VrGETATION,AND ORGANIC 'MATERIAL'JN AREA OF.A
TEN FEET NSURROUNDINGNEWLEACHINGTRENCHES. REMOVE ANY U SUITABLE'
MATERIAL WHKH KAY INTERFERE WITH- THE PROPER FUNCTION OF THE SS05
457-5 j TH #3 0 to 7
28
TOPSPQIL THE TOWN SANITARIAN MUST INSPECT THE AREA PRIOR TO ANY FURTHER
8159 8/29/88 7' YELLOWISH BROWN FINESANDY LOAM, CONSTRUCTION.
OOA STRONG SUBANGULAR BLOCKY STRUCTURE,
fR-TABLE, 25% COARSE FRAGMENTS, COMMON C., SCARIFY AREAS T BE FILLED PRI TO PLACEMENT OF -FILL. PLACE ANDOR
ROOTS T -EAOFIECOMPACTSUITABLEFILLMATERIALIN12RIGHLIFTSINTHEAp't TI
26 to 36" GLEYD & RUST MOTTLED SANDY LOAM, FRIABLE, NEW LEACHING TRENCHES UP TO,A,MINIMUM 'ELEVATION OF THE TOP OF
MASSIVE TRENCHES. SUITABLE FILL SHALL EXTEND, FIVE FEET PAST THE EDGES OF
GASP" A 08 1 (f t (1) INVERT lk, IfBR
HOUSr
SLA13 E TNIVI-ERT OUT' (TO TRENCHES) 2'8-01. 25
REATEDcn
101 OF IFOUND)k:nON 283-10 TNVERT OUT 280.42
SUM DtNG PAPER
iNVERT 11t,
WT295,/l OR JEOUAL
INVERT TO'
0 Pvc PIPE4" PERFORATE
TH F`
OF YR! 0 H T SE r`RAXf4r,3S ARE THE PROPERTY OF THE ENGINEER
AND HA vl: BEEN PREPARED SPECIFkCALLY FOR THE OMMDICESAREHE",41T EYIFOR 'MIS PROJECT AT THIS SITE, AND ARE ;40T TO BEEF,
1`_Et` , USED F0,R 4Y OTHER PURPjSE, LOCATION OR OWNER
IMTITTEN Cf,,USENJ QF THE ENrINFER. HQ U T WR