HomeMy WebLinkAboutSite PlanINSTALL & MAINTAIN A
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MASSAPEAG ROAD
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LEGEND;
4" PVC EL3OW
FF, FIRST CUT FdjIRSTFLOOR _
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4" OVEULONV)
ELI ELEVATION 2X2 5/8 16 GA. WIRE 14SH
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x124-5 EXISTING SPOT ELEVATION A
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Y,126.8 PROPOSED SPOT ELEVATION O'+
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co: EXISTING CONTOURS EDGE -K BEDi F THIS MAP IS SUBSTANTIALLY CORpECToNO242571 211
18 PROPOSED CONTOURS HIS4S 1 NOT VALID WITHOUT A LIVE SIGNATURE
BUILDING SETBACK LINE 'LSUSEAL T_ E SURVEYOR HEREON,
Iwo it, STANDARDTESTHOLEti,iTD-BOX.W/ELBOW
NOT TQ SCALE
ENGINEER DATE IkICTIAD A, DE8CHAMPS LIS, #7QQ19 DATE
TEST HOLE TATA
A
PER UNCA$ HEALTH DISTRICT ERSEDIMENTAND1.) ENTCONTkOL PLAN-
C
IM
PER SUBDIVISION PLAN)
6111
1, CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
48,,
TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE
69"'
TH#106 - O"All TOPSqQIL AND SEPTIC SYSTEM,
56"
2, DISTURBED S TO BE LOAIVIE,_D SEEDED, AND MULCHFINESANDYLOAM - 4",-23" BROWN FINE AkEA"o' SANDY LOAN! ED, 3, ALL TOPS' 0 B2311,52" GREY LOAMY SAND TOPSOIL, F STOCKPILED ON SITE AND PROTECTED
0 L WITH HAYBALES OR SILT FENCE, EDGE 521!,96" WATER 4, ALL CUT ANDFILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. LAYER @190 WATER@48ff, MOTTLING@23f', NQ,LEDGE 5, PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVEOFTHE
ffRESTRICTIVELAYER@23 TOWN O MONTVILLE SHALL BE NOTIFIEP WHEN SEDIMENTCONTROLMEASURES0SAREINPLACESOTHATTEEINSPECTIONTFI#107 - 0f1,711 TOPSOIL CAN OCCUR,
FINE, SANDY LOAM - 7,20" BROWN FINE SANDY LOAM 6, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATIONN
11 I. - , - AND MAINTENANCE OF ALL REQUIRED20'1,65" GREY LOAMY SAND MEASUR -
SEDIMENT CONTROL
THROUGHOUT CONSTRUCTION, E$ NO LEDGE - 55"-96" WATER 7, DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH, LAYER @2Q"WATER@3211 MOTTLING@20 NOLEDGE, WATER, AND IF NECESSARY , THE APPLICAtIONOF CALCIUM CHLORIDE. RESTRICTIVE LAYER @201
TEMPORARY VEGETATIVE COVER:
MULCHES APPLICATION RATE NOTES
PERC TEST DATA PER 1000 SY,
STRAIW/IfAY 70-90 tbs. FREE FROM' WEEDSPERSUBDIVISIONPLAN0DEPTH -17" AND COARSE MATTER
TIME WOOD CHIPS 185-275 lbs, FREE OF COARSE. MATTER
0 - 31 AIRDRIED, TREAT WITH
5 - 6,411 PLANTING SCHEDULE:l2lbs NITROGEN /TON
10-81/211 SEEDING DATES:
I
20 - 10"APRIL 1 a.r JUN,F 15
30 - It 1/411 AUGUST I SEPTEMBER 15
40 - 12" SEED MIXTURE:
50 - 13" 45% REID FESCUE
60 - 14" 45% KENTUCKY BLUE GRAS'S
10% PEUNNIAL RYE
PERC RATE -10.0 MINUTES
1)ES'fQN NOTES:
MLSS DATA
4 BEDROOM HOUSE I. ALL CONSTRUCTION TO CONFORM STANDARDS OF THE CONNECTICUT
SLOPE, 4.6% PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN $ANATARIAN,
PERC RATE; 10 lytINANCH 2, THIS SYSTEM HAS NOT BEEN DESIGNED FORTHE USE OF LARGE
MLSS DESIGN CAPACITY (+100 GALLONS), G,AL ROE , DI$QHA TYPE BATHTUBS. RESIDENTIALPF = 1,
12
GARBAGEDISPOSALS NOT ANTICIPATED FOR THIS DESIGN, jN THEPF = 210 (based an 4 bedrooms) EVENT THAT SUCH AN INSTALL CONTEMPLATED FOR TH61depthatsystQm- = 20".n INSTALLATION ERecejy.jug Sol aural + 10" fill 3W PROPOSED HOUSE, A LARGER SI PTIC TANK AND INCREASED LEACHINGAverprec-eivin' Solt at system and 2 w5'do ngLadient=(t9"-F2'o"+3Q")/3=23'I
Slope 4.6 Vo FIELD CAPACITY WILL BE REQUIRED,
HF = 34
MLS$;.-=;; 1,2`x 210 x 34= 81.,6' LEACHING SYSTEM QONSTRTJCTION NOTES: M,L.S,$, PROVIDEJD, - 82'
1, TOPSOILTO BESTRIPPED OFF PRIOR TO FILLING; FILLMATERIALKERIAL BETWEEN AND BEYOND
4 BEDROOM HOUSE REQUIRES 660 ST, TRENCHES TO BE PERVIOUS) QQOD QUALITY AND CL NIEDIUNI SAND (SELECTFILL) PLACEDCLEANOFEFFECTIVELEACHINGAREA
I AND CQMPACTED IN ETTHUSE (3) ,.82' LONG 48,, WIDE ,STONETRENCHES 6" LIFTS, SELECT FILL SHALL IYM FOLLOWINGMWIN&I REQUIREMEN'T'S;
82 x3 y- 3 = 738 SZ) A; THE FILL SHALL NOT CONTAIN ANY MATERIALLARGER THAN 3 INCHES, 1,250 GAL, 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER ENICE - R D B, THE FILL SHALL NOTCONTAIN MORETHAN 45 PERCENT GRAVEL (GRAVEL IS BETWEE1\1 NO, 4 & V SIEVES)
RESERVE AREA SHOWN NO MORE THAN 45 PERCENT OF THE NIATERIAL CANBE RETAINED ONTHE NO, 4 SIEVE.
82LF QF GEOMATRIX 6212 - 82'x IQ = 920$,OV LEA C THE FILL LESSLEACHINGAREA THE GRAVEL SHALL WET THE FOLLOWING GMDATtON QRITERIA:
SIEVE,$1413: 94 #IQ,. #40: #100
PAS$ING: 100, 70490 **I0 o 0,200 SIEVE5
SEPTIC SYSTEM INVERTS PASSING: 100 _'10400 1045 0-5N SIEVE
GREATER THAN 75/oQlPERCENTPASSINGTHE14,40 SIEVE CAN BEINCREASED T NO Q 6 IF T! 5 PERCENT127.20 MIN; OUTLET AT HOUSE 0 RE I
F
PASSING THE #1Q0 SIEVE DOES NOTEXCEED 10% A DTI -18#20Q. 126.60 INLET TANK PASSING 81EWDOES NOT EXCEED 51/ai
3Q a 126,35 OUT -LET @TANK 2, DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRIOT.
T 125;80 INLET& TRENCIJ INVERT (BOTTOM TRENCH EL,,125.30) EXIST, GRADE R'125.42
HlLEVEL OVERFLOW TOP OF ELBOW EL. -126,05 3. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION, NO TRAFFIC OTHER TfViV
TRACK -DRIVEN EQUIPU3NT IS TO CROSS, DUMPj UNLOAD OR OTHERWISE C%IPACT TH- TILL AREA424.90 1 0 R, 124.53NLtrf&TP,tNCHINVERT'(B"TTQM'tRF,NCHEL,,124.40) EXIST,GRAD
HI"
LEry
AFTER TOPSOIL Mh P, fOVAL. FILL MATERIAL TO BE DUMPED ATTHE EDGE OF THE STRIPPED AREA AMVELOVERF: LOW TOP OF ELBOWEL.425,,15 % a -
SPREAD AND CONIF CTED WITH TRACK -DRIVEN VEHICLES: STOCKPILING IS TO TAKE PLACE UPGRADIENT OF
T,124.30TNLP-T&TRE-':NCIiINVERT (BOTTQM'TRENC14EL,,123.10) EXIST, GRADE -123.88 THE LIIAQHING AlqA, THE AREA DOWN GRADIENT QF THE LEACHING AREA IS NOT TO BE DISTURBED,
SEPTIC SYSTEM CONSTRUCTION -NOTES:
L CONSTRUCTION SEQUENCE:
FILTER A, STRIP & STOCKPILE TOPSOIL FRQN1 LEACHINGTRENCH AREA, FiVBRIC, 8, PLACE SELECT FILL TO 6 BELOW EXISTING OWE
ANGLE 10- UP SLOPE C. AFTER FILLPOST IS PLACE],) AND COWACTED A PERCTEST IS, TO BE PEUQRNIED, FOR STABILITY AND APER TEST IS TO BE PERFORMED IN THE RESERVE AREA, SELF CLEANING 9, CONSTRUCT LEACHING $TODESIQTRtNCHE IENLIN & GRADE
F LOAM, FINE GRADE TO FINISHED GRADE AND SEED. PROTECTDISTURBED AnA,,
COMPACTED WITH EROSION CONTROLS UNTIL FIRST MOWING.
BACKFJLL 2. THE PIPE BETWEEN THE HQVS8 AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAV CAST IRON,
DUCTILE IRON OR EXTRA STRENGTH PVC ASTM 1) 1785 SCRD 40 OR APPROVED EQUAL.
ILT FENCE 3, ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SD VC) OR AI)PRO -NOT I), R 35,(4"P VE0 EQUAL UNLESS NOT] EI), TO SCALE
4, SEPTIC TANK SHILL BE SET LEVEL ON A MINIMUM . OF 6" OF PROCESSED GRAVEL OR BROKEN
STONE ON COMPACTED SUBGRADE,
TOPSOIL THIN PROPOSED5. HERE ARE No APPARENT WELLS OR S,8 FIELDS 75'OVTH,WYELLAND
CONNECTICUT A-P.PR0YEJ)______,-SEPTIC SYSTEM AS SHOWN ON THIS PLAN,
FILTEi FABRIC SUITABLE FILL
6. APPROVED STONF AGGREGATE FOR LEACHING TRENCHES SHALL BROKEN,STQNE, CRUSHED
W! PERFORATED STONE, OF, SCREENED GRAVEL MEETING CT'DOTFORM 814ASPECIFICATION FQRM,01.01, FOR NQ 4
pIPE STONE: fo STEVE SIZE PERCENT PASSING (BY WEIGH r)
CB o 14 _2JNCH 1Q
A 1,1/24NCH 90-100STONEGOEGARTEk:%LSEE. NOTES) 1JNCH 20-55
3/4 -INCH 0,15
TRENCH 3M -INCH 0n5
CROSS SECTION #40 0-,3
NOT TOSCALE #200 0,-1,5
7. THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM AND HOUSE SHALL BE STAKED
IN THE FIELD BY A LICENSED LAND SURVEYOR.
8. THE BOTTOM OF THE LEACHING TRENCHES ARE NOT TO EXCEED 2" INTO EXISTING GRADE.
10f."611
NOTES:
KNOCKOUT INLET AND
OUTLF,T OPENINGS 1, TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 NIAPPING
STANDARDS.
2, PROPOSED HOUSE AND SEPTIC SYSTEM 10 BE STAKED IN THE FMLD BY
LAND SURVEYOR LICENSEDN1 THE STATE OF CONNECTICUT,
3, BASE FOR LEVELS: PER REFERENCE MAP.
C11 4, PROPERTY IS LOC HE TOWN ,-80iLOCATEDINTOFMONTVILLEZONINGDISTRICT
5. THERE An NO WELLS LOCATED WITHIN 75' QF THE PROPOSED SEPTIC SYSTEM
40CATEI" GONABUTTING PROPERTIES,
6, A BENCHMARK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE
EP TIME OF CONST CTIONiSEPTICSYSTEMATTHETCONSTRUCTION,
CAST 9. IF BLASTING IS NECESSARY A PRE -BLAST SURVEY SHALL BE RECONCRETECO o REQUIREDv4_,f PRIOR TQ THE START OF CQNSTRUCTION
PLAN REFERENCE MAP
SUBDTVISION PLAN PREPARED ,pnp . R.T.T7,&,RtATT_T'P.&T1)Tr1TA QU111P ANCAPACITIESABC
250 GAL 6111 51" 48,,
15_00 GAL 69"' 59" 56"
MA SAPEAQ ROAD, MONTVILLE, CONNECTICUT, SCALES AS NOTED
REVISED TQ 12/27/07, PREPARED BY CIVIE ASSOCIATES, INC,
tnnnTVfArPT.In 1 P7 non riT-1 -rirT""%T t-i nX 7"n rrl'r-I -h X Ir"%.'rl n -rr'Nx T -M'r I