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N/F
4K
MEYER KRAVITZ &
rrT
TRu zz OAV E_*'N TRA4-Ami-CE
RAV EQUITY ASSOCIATION
NOT TO SCALE KITZ VOLUME 294 PACE 54
9' ON "'ENTER
10' TO TOP PROPOSED GRADE,
OF EMBANKMENT GRADE TO PREVENT
PONDING
6' WKFILL (MIN) _----NON-WOVEN
FABRIC FIL TER
2
' 1 SIZE BROKEN STONE
6 '(AdIN)
1 r --pp, PVC
r--18' A41N. TO GROUNDWATERIMOTTLING
0 P
48' VIN. TO LEDGE/ROCK
12X 4 8 S I 0_'Arf -LEA _,,j_/TfAfq TREXCH
NOT TO SCALE
�v
EXCAVATE
6"x 6" TRENCH
12 ,
DFF
COMPAC7Ef)
BACKF'i LL
F -Low
GROUND
sf'"DTAI A"T I '(FEWC v E I'DETAIL
NOT TO SCALE
if 'T 1'�jr
L R EWD & B B A OWS
RERAR OR DRILL TO BE SF
I
SNET L_
NEW ENGLAND TEIE"PqONF
5
ip iPON PIPE
MORE OR LESS
CHO CONNECTICUT HIGHWAY DEPARTMENT
REC RECOVERED
FT FEET
W/ WITH
OH DRILL HOLE
UTILITY POLE
y" X,
STONE' WALL
TP#3
1007. RESERVE ARE
AREA:
�j C R, F s
523*52 '474
1507.51 '
0'
EXIS T!NG
WELL
BENCH -MARK
REBAR W CAP SET
ELEV 78.75
(ASSUMED DATUM)
T* T' ANTI -TRACKING
IDINPAD OAVFMEN`�T T
r
K7,
A -
SNE T
24
3562
X_.
41
N23*5 I'40"E
X
134,95' J 6 1 7 1r,
0_601y D-ROX
INV 71. 75 IN IINV 71.92 IN ivL
INV 71 /c� 41 iT_ -71 7Gra . Aj�
INV Ij LIT U
0 -Box PROPOSED
1,500 GALLON
INV 71.75 IN PARKING
SEPTIC TANK
INV 71.75 OUT --i
jjr INFV 73. 00 IN
INV 7�" 75 OUT
'7,c�'__4 PVC iii Typ,
L
SCHED' 40, JIJ
S=004_f 7 71
rim
XI
T_
ZA, a
411� ,PORCk
1 '7 7'± I -
fA V SAN INV
jt,
op 73.63
V PROPOSED
2 FAMILY HO(,I-cF
MIN 6. BEDROOMSIUN/T
FT 79. 00
%r SMT 70. 00
A
DECK
V
X s.
SEI
'/FT
S
FENC�
(J)
BOTTOM OF' ALL. PROPOSED
LEACHING TRENCHi:_`A
Tp# 1
SEDIMENT FEAS
ELEV 7 1 25 IBLE
FENCE" TOPSOIL.
S ToCKPI
L -,)CA T,10N
27-3.03
0
CHD 91,"-i-iWAY )�ENCE S23*49'5,9'W
REC X T
7 A 7 "
. , c .
GRAPHIC '_:4.CALE
2 9
PENJAMIN F'.
LLY
`0 qV, U C7-' ON S f -v f -A di 4
0
flo
ITKm
REQUIRED
OW,1I
LOT AREA
Ad
1- SECURE ALL NECESSARY LOCAL, STATE, AND FEDEW, PER fTS
59,848.7* S.F.
.. Wow
011mm"
160 FT_
359.95 FT
2. INSTALL ANTI -TRACKING PAD, SEDIMENT FENCE AT LOCATIONS REQUIRED. CLEAR ALL. VEGETATION WITHIN THE
50 FT
IN FEET
SIDE YARD
15 F"r
PROPOSED OEVELOPUENT AREA
REAR YARD
I inch = 20 ft.
DEEP T
ES"T I ITT J� I'S
(ji
3, GRUB ALL VEGETATION AND DISPOSE OF OFFSITE OR AT AN ONSITE LOCATION APPROI BY TOWN OF
25* FIT
PARJaNG SPACES
4
2_
_ _
UO"LLE PLANNING DEPARjVENT/VE7L*DS STAFF STRIP ALL ORGANIC MATERIAL InM THE PROPOSED
DEVELOPMENT AREA AND EITHER STOCKPLE IT FOR FUTURE REUSE AT AN APPROVED LOCATION OR DISPOSE OF
GE-VEP%IL J N UTTS
ITI'STr
`
1,% -
OFFSITE. TEMPORARILY SEED THIS STOCKPILE AREA WITH RYEGRASS AND iNSTALL SEDIMENT AROUND THE
DOWNGRAOIENT SIDE OF STOCKPILE.
1.
THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (Pl.�NNG, SEPTIC TANK, STONE, FILL,, ETC,) USED
DEEP TEST PIT ANO PERCOIATION TEST
FOR THIS SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT Fi"YTIONIRE-OSION OF THE "TECHNICAL STANDARDS
DEEP TEST PIFs WERE WITNESSE.0 Ry L)400 CGUf�H_ij,,4
OF
4. INS'l -ALL BUILDING FOUNDATION AND �30NSTRUCT DWELLING.
FOR SUBSURFACE SEWAGE DISPOSAL SYSTEUS' REVISED JANUAR- 1, 2004 OF THE CONNECTICUT PUBLIC HEALTH
DISTRICT ANO JOHN FAULISE, L 5 Op 80tj1NPAR/,17,Li ( 7
- N
U
CODE BY THE STATE OF CONNECTICUT DEPARTMENT OF PUBLIC �IEALTH.
_-)
PERCOLAPON, TEST WAS PERFORMED RY 00UN0A1?1i -
Li
5. INSTALL SEPTIC SYSTEM, WELL AND UTILITIES PAVE PARKING AND ACCESS DRIVE AREAS. INSTALL CURBING.
,_OAM ALL DISTURBED AREAS WTH 4m OF TOPSOIL, SEED AND VULCH.
LOAM
2.
PVC AS 4
THE PROPOSED HOUSE SEWER FROM THE BUILDING TO THE SEPriC TANK SHALL BE SCHEDULE 40 ASTM D
TE S T P ' !T #
17851ASTAW 0 2665 OR APPROVED EQUAL AND INDICATED IN TARLE NO. 2 OF "TECHNICAL STANDARDS FOR
0"- 4' FOPSOIL
6. AFTER ALL AREAS HAVE BEEN PERAd*ENTLY STABILIZED, REMOVF EROSION CONTROL MEASURES).
SUBSURFAGE SEWAGE DISPOSAL SYSTEMS*. ALL OTHER SEWER PIPE' FOR THIS SEPPC SYSTEM SHALL BE 4- PVC
4 "- 1� " TAN MEDIUM SANDY , OAM
ASTM D3034, SDR 35 WITH RUBBER COMPRESSION GASKET OR 3ELL A -NO SPIGOT OR APPROVED EQUAL.
19"- 94" MEDIUM COARSE SANG ANL "; C'ffAVEI
NO MOMIJNG, NC 'SPOUNOWATER,
Of
EROSIOW Cu"' TES
3.
THERE ARE NO WELLS (POTABLE, GEOTHERMAL, OR IRRIGATA)N) NfTH/N 75' OF THE PROPOSED SEPTIC SYSTEM,v.
Pi-
TEST #2
4.
THERE SHALL. BE NO STUMPS OR BOULDERS BURIED WITHIN 50 DOWN GRADIENT OF THE SEPTIC SYSTEM.
to �3, To P s, 0
1, ALL UTILITIES ARE APPROXIMATE. C TOR' TO VERIFY ALL UbUTIES PRfOR 7*0 (3ONSTRUCTION- CONTACT
SHOULD ANY SIGNIFICANT VARIATIONS FROM THE TEST HOLE DATA BE ENCOUNTERED DURING EYCAVA-nONS (LEDGE,
8" �(, " rAN M C II V SANDY uAtv
7C.ALL-BEFORE-YOU-01G' AT 1-800-9 -4455 AT i,EAST 72 HC PR!rjR TO ANY EXCAVATION
GROUNDWATER, MOTTLING, SOIL TYPE, ETC.), THE DESIGN ENGINEER SHALL BE NOPFIECI PRIOR TO INSTALLATION OF
LD'i �
50'-- 9 7' MEDIUM COARSE- SAND AN"."
THE SEPTIC SYSTEM.
11. AND MAINT15NANCE OF ALL FROSIC'N CONTROL MEASURES 1S ROGLER HATCF'-1',
2. THE RESPONSIBILITY OF THE INSTAL
PHONE 1880-234-7204.
5.
ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND
' #j
TES 17 P! T0'---
ELEVATIONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL "'ONTACT ICALL -6EFORE- You - DIG 0 AT'
TOPSOIL
'CUT COUNCIL ON
3. THE 02002 CONNECTXVT FOR WX EROSION ANO SEDIMENT CONTROL�' BY THE- CONNECTI
I
1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATON.
If I ---TAN MEDIOM SANDY L 0AM
SOIL AND WATER CONSERVA110=Nw TM WITH THE CIJNNEC17CUT DEPARTMENT OF ENVIRONMENTAL PROTECTION, DEPrf-
- GREY SILTY SANDS AND
BULLETIN 34, SHALL BE USED FM IN XG AND MAINTAINING ALL EROSION CONTROL MEASURES. THE CONTRACTOR
6.
APPROVED AGGREGATE SHALL BE STONE AGGREGATE OR OTHER PRODUCTS APPROVED BY THE COMMISSIONER
SHALL INSTALL ADO(TKMK AlEASLOWS NECESSARY !F DIRECTED BY THE ENGINEER OR THE TOWN OF MONTVILLE STAFF,
OF PUBLIC HEALTH. STONE AGGREGATE SHALL BE ~EN STONE, CRUSHED STONE, OR SCREENED GRAVEL
FE S �4
MEETING THE CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 816 (OR LATEST REVISION THERETO)
4. Sff-D(NG FOR PERUVIENT STABWATON SWL BE DONE BETWEEN APRIL, 1,5 THROUGH JUNE 15 OR BETWEEN AUGUST 15
SPECIF7CATION M.01.01 FOR NO� 4 STONE, FREE OF SILT. T. OR DEBRIS. SHALL SHOW A LOSS OF ABRASION
4` I'AN MEDIUM SAN04 i_')AM
�4
THRWC.H SqnF� 15. AF SEMNG CANNOT BE DONE WITHIN THESE PAdES, ADPL' -FMPORARY MULCH UNTIL NEXT
OF NOT MORE THAN 50% USING AASHTO METHOD T-96 AND &ONFORM TO THE FOU OWING:
21 97" M[PIOU fCIOARSt SAND AN'
SEMM TIW- SM MIXTURE SHALL E AS FOLLOWS
S&A. B6QINC
z
z
ALL 2:1 SLOPE AREAS
1) 1A114I In/191
Pf'P�COEAATION RATL- 0 28' FiEPT-h
CROWN VI 15 LBs/AcM OR 0_35 LBS,,, 1, 000 SF 1. 5 INCH 90 100%
PES.RYEGRASS * WSIACW OR 0 25 LBS/ 1,000 SF 1 INCH 20 559
ALL OTHER GRASSED AREAS 314 INCH 0 10%
CREEPING RED FESCUE 20 LBSIAICRE OR 0.45 LBS11,000 SF .318 INCH o 5%
REDTOP 2 LBSIACRE OR 0-0,5 LBS11,000 SF 7 NO DEVIATION FROM THE APPROVED DESIGN S BE ALL WfTHOUT PRIOR APPROVAL THE
CROWN VETCH 15 LBS/ACJW OR 0_5 L8511,000 SIF I E PLAN HALL FROM H
UNCAS HEALTH DISTRICT AND THE DESIGN ENGINEER.
T
T2
SANT]"A R y 11,01
MON MONUMENT
-WITH 2 8FDROOMSILIN
IT ;I j
-D AT A RAT- OF 2 BALES/100 SF.
IT' TEST PIT 5. MULCH SHALL BE A GOOD OLiVXY OR STRAW AND SHALL BE APR (E P. THE SEPTIC TANK SHALL BE PRECAST CONCRETE UNLESS OTHERWISE AUTHORIZED 13Y THE DESIGN ENGINEER. PROPOSED 2 FAMILY HOUSE
@ WELL DESIGN PERCOLATION RATE' = 5.1 --- !,10 MINUTES//NCH
LEACHING AREA REQUIRED =-- 660 5F EFFECTIVE
LSI ILDING SETBACK LINE
PER0LATION TEST LOCA DON
- - - - - - - --- -
L. C
LiAht-; SURVEYING HISTORICAL LAND RECORD RESEARCH
COMMERCIAL c4c RESIDENTIAL DEVELOPMENT
P. 0. ROX 184
SITE DATA TABil
ZONE.- R-40
ITKm
REQUIRED
PROVIDED
LOT AREA
40,000 S. F.
59,848.7* S.F.
LOT FRONTAGE
160 FT_
359.95 FT
FRONT YARD
50 FT
54* FT
----------
SIDE YARD
15 F"r
j145* FIT
REAR YARD
50 rr
52* FT
BUILDING EMGffr
35 FT
25* FIT
PARJaNG SPACES
4
6
WATER SUPPLY
SANITARY SYSTEM
T
ON - ,FT
t 4PTIC
9. SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF FHE PROPOSED SEPTIC SYSTEM.
DESIGN- 1,500 -GALLON SEPTIC 'ANK ANO,H
A, STRIP ALL TOPSOIL, VEGUADON AND ORG4MC MATERIAL IN ;HE AREA OF AND 5SURROUNDING THE LEACHING TRENCHES WITH FNDS UONNECTE—'.'
PRIMARY LEACHING TRENCHES. 7 1Z r
LEACHING AREA PROVIDEO: 5 x 7,5 '
B. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED AGGREGATE AS INDICATED IN NOTE J6. 1 005T RESERVE AREA PROWDED
C• COVER SYSTEM WITH A WNWUM OF 6* OF LOW IN LAWN AREAS, GRADE TO PREVENT PONDING AND SEED
WITH GRASS TO STABILIZE. THE FINISHED GRADE 10' FROM ANY PART OF THE PROPOSED LEACHING TRENCHES
SHALL BE AT LEAST THE SAME ELEVATION AS THE TOP Of THE RESPECTIVE LEACHING TRENCH.
D. CLEANOUT MANHOLES AT THE ftk7 BAFFLE AND AT THE 001 -LET FILTER OF THE SEPTIC TANK OR u ".E 1, C-1
ASSOCIATED RISERS AT THESE LOCATIONS IF REQUIRED SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12*
BELOW FINAL GRADE. �,TrCA4 A T' -A
t� /L t,r-p, qo"
10, FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS. MLSS NEED NOT BE CONSIDERED OtAl TO DEPI"H' 10F IC7,
JTO M Y KM044/
L L,_:,
T
HEREBY DECL14RE THE WETLAND SOIL BOUrj NdNDARY AS
IS SUBS T
SHOWN ON THIS MAP ANTIALLY CORREC-1r.
79 PACHAUG RIVER DRIVE
r
;RISWOLD, CONNECTICUT 0635116 1
T-FLEPHONE (860) 376-2006 4,
FAX (860) 376-5899
Ria.. dT C, RUSS'a a5 s. DATE D,4 TE
M
N 4 IR IL-1 E
I ti„Vo, /;7< -ONSFRUC x!131, A iWC FAVI: f J -W 1j 1NG ON AN EXISTING 14 ACRE OT OF RECORD. THE
t3 ;N V14 ---40 ZONE Tfl-i� ;�WOPL_RTY ABUTS INTERSTATE 395 ALONG ENTIRE, EASTERN PORDER.
LOCAT
DWELLING WI! e_ HAVE AN SEPTIC SYSTEM AND A WELL..
LA_
WETL4N0S ADJACENT Ti:' THE NORTHERN BORDER TNAT WAS SLAGGED
CONTAINS AN AREA OT REGULATED INLAND
__301L SCIENTIST THERE IS NO PROPOSE& OtSTURBANCE OR FILLING OF ANY' REGULATED INLAND WETLANDS WTH
'A AD 't TO REA.
T, --R"7 15 %'P. PF?OPOSED AC77V)T,i_ WIT 'HF 50' REGULATED ARE, \)A(TNT THE INLAND WEII.AND A
k :_;N ['90! __ V_FA5!JR_17'_- WIL'-_ _RF A4PLE-MFj�TEET) DLIRING CONSTRUCTION iNCOUDINC ANTI -TRACKING PAD AT TI -IE ROAD
0,-,AD;.';',`_ L)OWN "RADIEN' (9F EARrHW(j1,.-, RATI
_,,CA ONS A"[)
L A O�- E � ONS
?P' ;!",i TP,I- V k4AINTAINF9 �_HROU,('PO
EASURES WILL �:It I t, L 3 UT THE PJR0,!ECT GONSTR(1CPON, AFIrEP CONSTRUCTION/ REGRA&MG is
`F ; U)AMED `4” VUNIMUM) AND SEEDED WITH CPA SS FOR PERMANENT STABILIZATION.
M.TASURES W Hi �?CM ONL Y FTFR Al.f -URE,
OvEL V;iElr) AREAS 144vr' Rt..FN PERMANL -Y STA ILIZE0
n
Wl" PL.AN!`VJNG
'A 71
DATE
P�
BY 'FHE PLA NN/NiS'
L) i~4..1-SION
NG (iSf
//SECE RE 'A"',"
t�Ao�VAN
DATE
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VARCH 2005 J08 i, 0. r4o, 04 - 0
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