HomeMy WebLinkAboutSite PlanKEY M . AP.
........... .......
ALS, 1" =1000
SKEET NU.
t��sdP ATJS Oif �3�5
s9
°t
.
TO lY kNMRD61EiNa-.-EUEF,'flIIS MAP IS SUBSTANTIALLY CORUCT'
K I 'SAI' _ NOT VAUD WITHOU" , E,
'LIVE SIGNATURE,
AND F 'Ht SURVEYOR HEREON.
Al
Ric IA A, D S HAM
VS L.S..00I9 6ATE
llESCRIi'TION
APPROVED-BYTHE TOWN OF MONTVILLE PLACING & ZONfNG CO if ISS
OHAUWAN +w` R S QU ARY'
DATE
i
DATA OF COMPUMON OF ALL WORD,
SIGNKrU E, DKr
PASSIVE SOLAR NER Y" fo.. IMQUES AS PRESCRIBED BY LAW ftVE BEEN
CQNS�KRD IN DE`ELoPIN'I` OF I".SIS ALAN . r
SION'TU. '
ZONING 3. ABLE - : -4 DISTRICT
�' _
. um,SURVEY HAS 13EN I�R.EPA.RE19 PI:iRSUANT `I'O'TITE� RECIULATIONS C)F C:ONC� 1`I�,�[�T
r
2 - « T) STANI ARI S
». «t NC�:I,ES SECTIONS �,� 300..1 i.,Pi.�.�.:4� �V_���
> , � .. .49...6
LOT449 LOT` X49 � STA.'1'E � .
. , ,,: •�a � � �lzJ� j F� x.103'` � ..(�' 4� ��OT _ , � x,
d ^��jr" LO.L.. T. �'9. .�
'LOT �'. -- .. ,.. :_" _ P:'1' r t - tf :, -. ,,
ITE
7� y g j Ia CS . LCA I ;49 % ...
.I.L.�I A'kt�'��...'`�q.t�.i.�A,s ".'. F ... }f.'y}. �� 4.[l..��gTpy :;.{T... a��y '�[^�} :s�yy�,�'p�^�.�:'�[-^�,'(j', hyX�L'
.Y� .. Y¢¢^1(jp'..S ''��yy,, MAPS .{tom 'q{`"°, ('^'�� f'}}S{¢`S jf�\j�j'�9-.#E''�'{)�di �i✓ Ji .f �,. i.�T kI.FJ �P A,. F..+. A,f h THE
...: .. j�'l±� 7�^[y..L @[J.R. A'� A�� �I�k.d :� TF..6w..rilT{�.,L.Y..-S T.?..i �.. �. 4: ...
:.:. .443.67'1 M^.A a q . T. »l..
C�y.,(y S.
:ff.w .y � .. :�{ � 9 {. .. :-- • 1..
,q .�70 !„]� `{"t 1 y��4 . 3 ¢'"'�7y(l � a .:
�," 447........ £. �lt`1E'4,a�T��✓��'i.:A3�?7.3+„l�i.S.�1lC�I.'i
LOT I EIA 40 00.E S,F.
E m 67 Sl ,,:.f 149 I47 SF � C ,;
-. _�, «._ �- (3« 178,10 SIS �'� _ �,
: T AREA
60 000 S,I . 44,I61 SF 1 81a, ,
R1�;AR Ltd . A ISA.
'[� ��,, �'(g� ��,yy �s •�'� {'�`�� p� Mpg ^�� {��,p �'^� �g'�{� �''y g� g
1S A:-PRCIPLRT�`' )UR ,i..;i;3aS�.aD lll."k A KESURVEY i` J„a AND �M<'«f1�S,l�.S t.?�l: �i,.d����i� .3::AL
ACC1iRAC CLASS -2,
$*
.� � .. 6 FT 412.811 � .1,, .42:60 FT.
._. -
-* 1 I : 2� _I 1. _ , 4,
E 10.T,
O Fi. 3t) P1. 30
E,I ,09<90 ,,,
_: RId ERP IS IIAD .TO THE I`�.J�t�N Ol~ IONT`� I LL L AND.
;LST �.� >� -SIJEiFCT PROPI�TI , ,�� -
- _ -f t s:'.'ah t_,f:. t„tom'1.47'+/—
p ..„; -
_ ,, y yg� 1:47 :. 290. ; S - 62 -P ''rF 1068.
r ...<. + Y„ rF.�?. f:.' ,. ?'4t .,. '�`:',�. �,�"Y.::'S:"�.^ i..�.&. S. tLI 1 RECORDS VOLUME ._;.>� ,. L.
FRONT` ARD 40 F 83 r SOI 76 fir, I I . s w w
IDF `YARD 1 ,�T
.f-: - a
3, TiTF• I�RC).PE..I�T'� IS SIIt��� N t�� ASSES�0RS 1lrT�:P 38 I.CJT 49.
� 5 . �. � 201 I 8 l: :.# a « DECD:
.� t . 2 - w pr € ! DECD I3 (PECK) y 4 % DEC (DEC{ _ [ ( p
- : <.w.: x.. »,. ,...<-..42 "T :" 1JB:s?w, 4 ... .../.... .tTall„>, 1"``•t
k 4 I F 9J + (DSC) ( m .. , THE PROPERTY IS LOC, J
PEx\.R �Y_
26. -FT. `?
_, %ri 6 � FT. 6 . I ,
BUILDING HEUGHT 3� Ij I,22
26 "1. 2( .I I.. TOTAL AREA OF SUBDIVISION ro (29,IIS; :ACRES,.
:.,... a :. - � t --: y WITH
: '.., '. � k STANDARDS.
t y ,:. f.
' ... :. _ _ p(�� t!>�}yp+s�yr^�tq�>^y �{^t¢. >�, y4' �'3X �!^�t �{� y(� ,#,>-��-��,y� ...g>>>�53 �'��t rryy��T, COMPLIES +ya (a��, �,+/, �j t{,,r F �y epi
6: TOPOGRAPHIC >well.Ci,�E.�:.�.i tlFV.��;,Y.�A 1..�'V i,'F ��C.E 3, & 6' :�A�'47.:.:.i�>S&�b.J ��T --bn beat T""�.SY.,i.-P.�E.R i.���A.�Di
« INDICATES A. EAR LOT
BASE FC). LEVI.;S: N,A<V;TJ; 1988,
INDIO NTES U.AR LOT STRIP (2T lWNIMUNf)
r : .
UNDEROROUN UT'ILIT`IES SI-IOUL;D BE �R ED OUT PRIORTO ANY LOT' CONSTRUCTION.
INDICATES REAR LOT P RON I Y ARD (60f_ RECDCJ D � t� 71
CALL EEFORE YOU DICT: 811.
THE INLAND WETLANDS HVF BEEN DELI I,A.TED Y MARK I. SU`LLiVAi , CTS,S,
9THE PROPOSEDDEVELOPMENT ALLOWS FOR THE CREATION O 8 NEW LOTS.
A I C USE SEPTICS 'BT.I rI AND ON. SITE WELL ARE PROPOSED ON FAC IT NEW LCAT:
10. THE
'PRO 1 T I` ` IS LOCATET AA IN FLOOD ONE, f „ AS SHOWN ON
FIRM IAI' NEW LONDON COUNT, CONN..0 IICsUT, .A.1.L JURISDICTIONS,
:P NCJ rII ER Ii1IC T3 O, E FO '1VEDATE.' JULY I8, 2II1 I,.
II, THE ZONINGENI OR -ME T OFFIC`,ER MUST B C NT`ACTED .A.MINI: IUM (�)F 24 HOURS
PRIOR TO THE CO IMI NCENIENT OF,. CONSTRUCTION ON ALIs DOTS:
I2, THE SHARED DRIVEWAYS FOR LOTS -I T HRU 7 MUST BE IvLaK D .IN ACCORDANCE.
WITH TOWN ORDINANCE 0"A.-31.
13 THE DEVELOP IENT PORTION OF THE PROPERTY IS NOT LOCATED WITHINZ A CT DEET
NATLTRA DIVET�SIT"Y DNft'BASE ARRA P ,I( ,IDE P' NA.TUIRAL DAIERSTTY DAT°AT3AS,
%IAP .POR MOINTVILL E, CONNECTICUT, DATED JUNE -20.19,
I4, A NV IS RI UE'STET FROM THE SUBDIVISION 1E 1 :ATI. NS S. CJIO 4,x.2 T��
N/ PERFt R1 I A PERO TEST .1 `I'IIE RESERVE AREA. FOR EACH LOT AT THE TIME OF
Ml P P T A., `i W044 k. INDIVIDUAL. LOT DEVELOPMENT.
I < AC ID LOTS REQUIRE A SEPTIC S 'T'E aI. DESIGNED BY t OFE`�I NAI E G SER,
16. S` LI” I INE. OI IJ TENTS SEAS BE T STA IED P1 OI TO CI TAI N A CE,I�°LIC}�:TE
OF OCCUPANCY.
17
. THE ZONING EORCENIL T (FFWE . TUST BE CONTACTED TWENTY-FOUR 2) HOU
PRIOR To THE START OFC. ONSTkCICITION.
1.8, AN` EROSION SSTO. j I� SET)I II I T CC)NTR L FOND TSE AMOUNT OF T SO T` OUSAND x;"$2;000)
N/Ij OLIAR MUST I3 E POSTED PRIOR TO THE ISSUANCE OF: A ZONING PERN4rF ON I~AC H L IY,
IISTA. ': OF li.Ei 'I' T%' E'APP ,ICANT SHALL SUBMIT TO THE TOWN OF MO T`��tLLE
{
1, PRIOR E�.I1�C)R.S.E� ,
;> WALT R, L PIENI.AD DIGITAL DATA AS RE UtRED 1Y. SECTION 3,9 OF ` HE, .U,BDIVI3SION REGULATIONS.
VOA;, 3 'P , '7` 1 % M
} 201 'IitE DEET TO'IHI%TOW' ��Ij 10NT�IELE �E�R I�OAi� ��IDI>NI IO ��k AS AND THE, JOINT
»9f r ,
MAP 4 w LOT 5I E .I ATP OF i �, A f , , , ; ,
r DRIVEWAY EASEIv E I AND MAI E AC�FI .FE +iF�' TS SII.�.IJI, BE SUI3I�IITTE �
y ' .E 3'(', " NVALT R. , P �NIAI � TO THE `TC)WN � T IO INNEY FOR. Al PROV kL P RIOR' ICI PLAN ENDORSEMENT.
;� �'�,--.:=E��""""'••»>«•,> V � - - - VOL, _P�.,.7: 1 �-�,i- � r APPROVE �s .. ° :.. >.
N
,= t 4a i --b- M a 2,1., THIS .I�.OSEGT AS PPRO Lt).,EY TH UNC,A.S HEALTH. DISTRICT (. N APRIL 22, 2020,
N 1:P 4304 E. 441.: ° c ��
? 3 - WI IAP 46 KK LOT,51)
} r
r '20, ! £
.E .< S
22. TEAS PROTECT XAS x�PPR6 'ED I3 p'1HE TOS N OF �IONTVILLE INLAND NVETLANDS � ND
4 ,,: I � ES 'OIDIA :Sl�"N O RIE 24 '?02t�:
E _ �; ATERC OLR _ . r S ON . > ... .
136.6 f: F;
c r
N 17_ _ - ` gts of
X 3. 7, SAP wE NCE
\
t.. IFNIAUI RAi'I�INI TILL. ROAD,
3 1, SURVEY i� P PI�_�E'�kRE FOIA '� ALTER J..P , I . ,.
IPT%t c
OF � z m a , ::.. �TOI�TTVIL.ItE,
CONNECTICUT, ALE, I 100, DA'1". JANUARY x ..Ot} ,.
LIMITS OI � I i �.I1. I S C}E
- s LNE ENG.
> : t € t 46Q.6 - t 4
PRE PARED BY CHANDLER,
PA R
- 50 WETLANDS 5th W LT1 A: DS t '° :. ,;
'� 1 ._ 4 ;
REVIEW ARIDA 149 147 S.F.± ry N I
REV /3 RE VIEW AREA,— • ,„, r , - 2. A NIAP SHOWN LAND OF FRCT? 1. e?t JANIS J. Y IaIT , wOb SI II�SO LANE,
3.42r1C. « r !.� ; ONNECTICU.0 SCALE. I —20 DATE; JUN, 12 1976.
(. ) — t OAKDALE, C
fZ.
?IN
242 SIMPSON LANE
{ ,LtNiS I'S OF
�� \ �'
_
IN � '� �: LAND I ''.I CI D�1 'EEI���1.�� P�CJPC�SI�I� S RI�E�T:INE AE,�O
ffw az...
y ,
WETLANDS r 1 ". rr AD TO BE, T EEDED
ETLANDS ... f , a.. a .1 FIE GENT EI l:I1 E OF ON.L ISL R .
- � t 13 ,40 , S.F.4- TO THE T O4 OF NIONTVILLE P'CJR R AD PURPOSES
:� Ate:: � '.'A"
i , fr
t.. „ , (AR
-.� (. j
a t tt 4 4 671 S:�; '
N11 x;146NP
F ;,: - - ` , 768 RAYMONDMU .ROAD f: ,
�1(), AC.) 6 d
i -;., •�,-";mow---�..-,- �'`;� 3361 ALONG
~`
250 SIMPSON LANA
LtMITSOF fr \ °� t :. CENTERLINE
tt - t r:; _ m 3 OF ROAD
S 08P5146 435.32 - t t
50 LTLA.ND�_ ��
j, t ... is
<. WETLAN
RL,SIF W AREARAYMOND HILL ROADLIMIJ
EASEMENT FOR ACCESS & UTILITIES
IN FAVOR OF LOT W-1 & LOT "9-3
OVERLOT -449-2 REQUIRED IN FAVOR OF LOT . 9-4, :SOT 9-
(AItEA -8,693 S.F.f) A LOT 49-7 OVER LQ #49n5 REQUIRED
8 ESUS.• #7697
$ 08`40'11" 1,460'± AT,QNC�.
2 8
\SIMPSON LANE LAID LXINCI<BETWEEITHE PR
CE;I ETI T IN. TETE OEl*ITE1 :.I�FE OF SI PSO ,
OF P.OADI'(�'iHlr `I`C) t i OF MON`T°VILLE I
S 0.8040'111.":W t° tE 36,880 S.F.
2.04'
EASE, NIENT FOR ACCESS. UTILITIES
)SET) SrT'RIE ETLINE AND
[_E TO BE DEI3DED,
ROAD P'RPOSES
I HAVE REVILED THE SUBJECT `1` PROPERTY AND AFI'ER :A CAREFUL
IN PECTION tHA E D ,IN ATED THE INLAND WD rLA ; S
3rATERC0URSES. AS S WN ON `I`HIS PLAN:
ya f�/f
tttttt
Ira
MARK k. SULLIVAN, C.P,S,S< DATE
ISI. -734,957.3
,- I,.16, 511.14
25'
i 11#
t d` x`
Vi
ICS r Y E E EP 'I°�17.51•�tAP I$ S'UPSTAINTMLY C.�ORR C,1
;` a;
AS N:Cs � 1I NOT VALID ITIIC7U:P . LiV�'S1, ATURE
AND TH t LOF THE SURVEYOR R REON.
1
[CHARb A. DESCHAIVIPS LS. #70019 DA`I`
"ELGGU ` ROAD
LEGEND;
RIDOBUR.Y, LEICA.STER & ATHITIVIA SOILS
VOL. VOLUME
.0-8% SLOPES, EXTREMELY STONY
PGPAGE
WOODERIWE FINE SANDY LOAM,
N1F NOW OR FORMERLY
0-3% SLOPES
S,Fs SQUARE FEET
WOODERIDGE EIi N SANDY LOA •
ll
DIA DRILL HOLE
-&Yo SLOPES
MON MONUMENT
NQ4 DBRI GE: F�ONS ANDY LOAM
IPI' IRON PIN
3-1°/o SLOPES, STONY
REV, RECOVERED
CHARLTON:HATFIELD COMPLEX
SNET SOUTHERN NEW ENCII AND TELEPHONE
0-t5% SLOPES, VER:Y"'ROCKY
STONE,: WALL
------ 34(� .� .� �. ,>,., �.. - EXISTING CONTOUR.
�KK PROPOSED CONTOUR
IRON PIN OR DRILL; MOLE, TO BESET
MONUMENT TO BE SES"
EASEMENT FOR ACCESS & UTILITIES
IN FAVOR OF LOT W-1 & LOT "9-3
OVERLOT -449-2 REQUIRED IN FAVOR OF LOT . 9-4, :SOT 9-
(AItEA -8,693 S.F.f) A LOT 49-7 OVER LQ #49n5 REQUIRED
8 ESUS.• #7697
$ 08`40'11" 1,460'± AT,QNC�.
2 8
\SIMPSON LANE LAID LXINCI<BETWEEITHE PR
CE;I ETI T IN. TETE OEl*ITE1 :.I�FE OF SI PSO ,
OF P.OADI'(�'iHlr `I`C) t i OF MON`T°VILLE I
S 0.8040'111.":W t° tE 36,880 S.F.
2.04'
EASE, NIENT FOR ACCESS. UTILITIES
)SET) SrT'RIE ETLINE AND
[_E TO BE DEI3DED,
ROAD P'RPOSES
I HAVE REVILED THE SUBJECT `1` PROPERTY AND AFI'ER :A CAREFUL
IN PECTION tHA E D ,IN ATED THE INLAND WD rLA ; S
3rATERC0URSES. AS S WN ON `I`HIS PLAN:
ya f�/f
tttttt
Ira
MARK k. SULLIVAN, C.P,S,S< DATE
ISI. -734,957.3
,- I,.16, 511.14
25'
i 11#
t d` x`
Vi
ICS r Y E E EP 'I°�17.51•�tAP I$ S'UPSTAINTMLY C.�ORR C,1
;` a;
AS N:Cs � 1I NOT VALID ITIIC7U:P . LiV�'S1, ATURE
AND TH t LOF THE SURVEYOR R REON.
1
[CHARb A. DESCHAIVIPS LS. #70019 DA`I`
"ELGGU ` ROAD
RIDOBUR.Y, LEICA.STER & ATHITIVIA SOILS
.0-8% SLOPES, EXTREMELY STONY
45A
WOODERIWE FINE SANDY LOAM,
0-3% SLOPES
46B.
WOODERIDGE EIi N SANDY LOA •
ll
-&Yo SLOPES
NQ4 DBRI GE: F�ONS ANDY LOAM
3-1°/o SLOPES, STONY
73C
CHARLTON:HATFIELD COMPLEX
0-t5% SLOPES, VER:Y"'ROCKY
_
N/
NII.CIIAEL B.-BROVERQ & INSTALL A CONTINUOUS 4
KAREN M BROVER.O 4Q' UK OF SILT;I ENCS
VOL.z
�i�40TPG. 151 (SE�..; DETAI.L}:�49".
'. a
(MAP 3 - LOT 44) .
X '
TIMOTHY 9. KU L -
PRE,DE,I , COLE.
VOL.. 348 PG.. 167
(rI P`3;8-LO:I'4) � ,r
46
/F
ROBERT D PIETRAS' ,IR:
AMB R.J. PInETRA: a
VOL 559 PG.,. 236
(MAP 38 - LOT'6)
LF, ED J. KRA.rE
VOL. 598 PG. 660
(MAP 38 - LOT 7
lF
JANIS 1. YEIT
VOL. X26 PG. 11,65 rJ
��(NIAP 3 8- LOT 48.)
r
t
f
-f
b :
cn
r
,Ftttttttt�tt�t//� �,
S
tc
E EL F THIS : ' ISSUBSTA.NTIALL CORRECT
' r PAVED.DRI�rFdAY APRON
AS OT � ' i' NST VALID IfHO T I E I r AfITI 'fO STREET'LINE TYP.)
AIN
O TH UEYOR iEREN..
X
� a
RIG A4 DESCHAMPS L.�,. 019 DAT''
:
f�
CL&P GCUP�$TI 7810
\280'LINE
PROVIDE NONTRC NG OP SI, HT (TYP.) 28 ' NE OF SIGHT (TYP.)
CONSTRUCT%ON E pT G (25 MI LIMIT) SPEED (2 5 MPH SPEED LIMIT)
(TYPt) (SEE DETAIL) CLEAR ALL VEGETKNON, & STONEWALL
TO NEW STRI ETI I E ALONG SRAPSON LA.N
AS NEEDED To AHIE'VE-280' SIGHT DISTANCES (TYP.)
L0T .�E BLaP.vi� T TL
t I IPI VEIAENI TS DEPIOI` D ON THIS PLS I r R �{��� � UA1. ON AND ARE INTENDED
TQ DEMONSTRATE LO'I`:C�EV ..LOP�t N I`EEA sl:� LIT . INDtVIOUi . SI'i' U �r` LC P T.
PLANS WILL. BE REQL IIS ED TO OBTAIN I'I RNMITS. FOR ('ON TRUCT 100
A£ Y DEVEATION OF THEPROPOSED IMPROVEMENTS SHO. NV " iI .Y REQUIRE APPROVALS
F,RO&I:TIIE`z'OWN� OF MON I'VI LE IRAN -D ��II�TLAND & WATERCOI� ES C I I3�I SSI .
2 PSS E SE3T B IZ I»I�II I GY T :.I NI t E S PRES `I IBED BY LA.W HAVE E I�EEN CONSIDERED
IN THE DEVELOPMENT OF THIS PLAN.
3, ALL PROPOSED UTILITY OONNE( .11 NS SHIALL BE Cc 01d)INAT D WITH THE
I)VE Z ANG UTILITY AUTI CCiR11 Y.
. ALL DktVF-WAYS S[IALI: HA E A PAVED APRON INSTAL LED TO TILE STREL TLINE.
DRIVEWAYS GRADED OVER I �?�',� SI-LA.LL B PAVE
5. ADDI'T'IONAL ITST.HO.LES MAY BE REQUIRED AT TH. III OF LOT DEVELOPMENT.
A.'PERC TEST IS REQUIRED IN TIIE RESERVE REA.ON EAC LOT XT THE T1fvl. E O
LOT DEN' ELt P&IENT.
G. ALLLOTS REQP:IRE AN EN INFERS SEPTIC YSTE-NI DES.IC.r`.N PLAN.
LEGEND;
VOL.
VOLUME
M
PAGE
d1P`
NOW OR FORMERLY
S:
SQUARE DEET
DH
DLIII HOLE
MON.
MONUMENT
WIN
IRO PIN
R.EC.
RECOVERED
CL&P
CONNECTICUT LIGHT POWER
SNET
SOUTHERN NEW LNCILAND TELEPHONE
STONEWALL
A _ 330
-EXISTING CONT UP
PROPOSED CONTOUR
Ca
PROPOSED WELL
PROPOSED UTILITIES
PROPOSED SILT FENCE BARRIER
FIS
PROPOSED FOO`I ING DRAIN
D.Ci.'a._
IRON.PlN OR DLIII HOLE TO BE SET
MONUMENMT TO BE SET
mommew Ynorie 6, P a k i U) 01 T0',J I
aR•I<
♦ � may. i .rs
yy 4p .(��.^^,♦y [�.-{yE.'
E 4"F L AP 4�Z.JRR.f. CT
5 ij TflR IN . � ;SLID WITI-IC�U`I` A LIVE,I NXfUR
K fSE F
All
Ri
J'Y.to
t\l�l.,�.+.d £3..: .Li.SCi1' .I..te,'ii iTO,/..; DATE.
LOT DEVELOPMENT N F .
1. 'INII R.OWN4ENT DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY AND AR.R INTEND D
TO DEM ONSTRTE LOT DEVELOP,,\IENT EAIBf,LI'I`Y. I ,DWIDUx L SITE DEVELOPMENT
PLN VILL BE. :REQUIREDTO OBT.AIN PERMITS. FOR CON TRt1CfION.
ANY DEVE TION OE THE PROPOSED .IMPR10VE IE�iT SI-IC�W MAY ,R:E UIR.E �s PPRO �.L
FROM THE TOWN OI" .Iv O T��IL E I LAND WETLANDS & WATERCOURSES COMMISSION,
1 PASSIVE SOLAR ENERGY TECI1NIC I U, . ES A PR.ESCFJBED BY LAW T L VE, BEEIN Q N' I ER.ED.
IN THEDEVELOPMENT OF THIS PLAM
3. ALL: PROPOSED UTILIT Y CONNECTIONS HAL EE COORDI AT D WIT I THE
GOVERNING UTILITY AUTHORITY.
:4, ALL. DRIVEWAY SIJAL I, �S I:C`:�'VE A PAVED �l,I'I OIN. TNT I.;LI~�D TQ TIME T'REETLI:NE.
��/:'���S
DRIVEr�DT D OVER 10.%).SH LL U.. PAVED7
5, ADDITIONT:E ST IIIItLE S MAYBE. REQUIRED AT THE,.TIlvlE OF LOT E- DEV0PNIENT
APERCTEST-IS :RE,Q IR.I•;D IN THE RES, ERVEw AREA. ON EAC OT A I f THI TI€uIEl, OF
TMC T I)Et EL,f: PNIENT,
6: AI.l RO'I`L RE UIhE AN ENGINEERED SEPTIC SY$TFM..DESJQN: PLAN.
7. ALL VEGETATION BETWEEN THE EAG":E OF STONE WAL AND TUIE, SOUiTHERLY EDGE
OI?'RAYMO D HILL ROAD IS TISE REMOVED..
LEGEND:
VQL.
V'CURIE
PAGE
N iF
NOW CSR I O I ERL °
F.
QUI -1 FEET
DSI
DRILL HOLE
MON,
MONUMENT
IPIN
IRON PIN
RLC.
RECOVERED
CUP
CONINEC 1 ICt LIGHT POWER
NET
SOUTHERN NEW ENGLAND TELEPHONE
TONE WALL
EXISTING CONTOUR
r
PROPOSED CONTOUR
Q
PROPOSED WELL
.. .�.
PROPOSED UTILITIES:
PROPOSED SILT FENCE E B RiUER.
_ --- I'D
PROPOSDTOOUNGDRAIN
A
@
DECK
IRON PIIS OR DRILL;` O E`TO DE SET
MOINUIVI NM`I To BE SET
EROSIONAND SEDIMENT CONTROL REPORT,:
....... . .... . ... ..... .............
S,UBDIVISIONTLAN
PREPARED FOR,
�J - WR AS.SOCl2\TES
2,34 SIMPSON. LANE
MIONTVILLE, CONNECTICUT
REFERENCE IS MADE TO:
............. ..........................
Connecticut Guidelines for Soil: Erosion and Sediment
control - 200.2.
D VELOPMENT:
E
. .......... .. ............... ... ..................
'The proposed. subdivision will allow forthe oreation of 8 new Wilding
lots rangin i izefrom t 103 acres to 1:0. 18: acres. All new proposqd lo,ts
sl
'will. bQ- serviced byan on site, septiewstem- wc1
Individual SiW Developmen(Pla s will be, uired to obtain permits
for construction.,
ql�NERAL PROCEDURES
........ ......
he Applicant ,,hall meet with the Montv tile Wetlands
I Prior: to, coaducting:any construction activities on.� the Property.,, 1
s. and 'r method of installatiori
Enforcement Officer. andth.e Montville Zoning Enforcement Officer todisclls� ag.ee upoli the
arid inaintenance..of I measu res during construction..
eral Procedures Section of (his Narrative, the Applicatifs
1,Subseq4ent. to the meeting described. inTaragraph I of the Gen
it W ies.shalt ocet r and will further
land surveyor shall delineate: in the field.the.limits. w hin. hidh wastruc-60n. activit J
designate tile loc4tion for insta I I lation of 1 all erosion and sediment control: jnp.asures:�,as delineated. on plans� entitled
ualDe elopmPrit Plan
"Subdivision Plan Prepared For JWR Associates 234 Situpson. Lane. Montville. ConileQ0PUt COncQpt v
8/2 cate: 1" =40' ts 3 of 7, 4
-Lots 12&3,.Lots4,5 6 & 7, Lot $:P-rq'JectNO, 19-13.5 Drawn By.t R,A.D, Date 4/19S S.11w,
of 7 and.5 of 7,Advanced'Suiveys, LLC� 23 -Apple Lane, Colchester CT. 06415.Phone &1',�ax (8601) 267-5979
1. ifte Wetlands Enforcemeot Officer and the Moatvillo, Zotiiag En't6menient officer, the
3. L�pon. agreement of the:NlOntv
a an and. - s formulated at the meeting
_,ppfican t I't erosion control devices and measures C s delineatp�d on the Ph
,,A t shall ins a
a a e e Section of thin, Narrative.
required pursuant to the -provisions of P ragr ph Iof the Gen, eral Proc dur S'
44,At such time as all. erosion and sedinientcontrO ineawsnrps have been installed in accordance with the Plan., and in
ontville We� and$Enfoicenlent Officer arid the, Montville Zoilhig Enforcement
accordance, with the, requirement s. of the M
Office-renunciated at the meetin described in Paragr 1i tof the General Procedures Section hereof, theApplicant shall
9, .1 1 ap
contact the Montville Wetlands, Enlbr,cemerit Officer anti Montvi Ile Zoning Enforcement Officer to perform an oil -site,
or the Applicant engage
Inspection of said erosionand.s6climent control ineasuresi Innoevent shall soil disturbance occur
�vl
the.'i orceftlent Officer and
ti acfl�dtje , other tha ploa ntil such time, as ontville'W tlands Eaf
in, other construe. on I S
-osl me
mo.nty�illeZoijing:Etiforceilleiit Officer have,reviewed and a proved the, installation ofall ei onandsedi ritcontrol
measures.
l and sediment control. in n&andafter
5. All erosioi 1
cip -io an :repaired.and
every stortit event resul he, depositi6a oflMexcess of one-tenth- of one inch (oil, of pre i itat., n, d.
tilig in t
1.
maintained as necessary�
or t d in accordance with tile, Ptan.or the
ny er 81 sediment control measure falls.or is not ihs.Wlle.d. rn4m,aine
6� If a 0 'oil or,*
the Mo JIle Wet! ands Enforcement Officer and Montvi lie ZOTi il Enf Applicant shalt
directives:of ntv g, . orcement Officer, the
4ich otiOn nt'l such time as said erosion
.be required to. cease all, construction activities on tile lot on W constru is ongoing u., i
cc with the plan or the directives of the Mon",itle Wetlands
.and sediment control measures havebeen installed in accordau
EnforeemQnt 0 . fficl��t or hc�Montville Zoning Enfor .11 onien -,e ha
tofficerand p e. an
� !� . provat of th t s been certified: by thQ
t
Mont er �N on V1 oning.Enforcement Officer.
ville Wetland Enforcement Offic an.d:thQ4 4 ifle Z
Williani. J. Plenkidz, i 57 Simpson Lane, 0,akdale,. Connecticut 063 70.(00) 848 -23 72 (te tephone) (860). 608-9 890
andheo I astr1le.tioncom. shall be the party respons ible for comptiancip withall prosionand
(,cellular telephone) e-nlait:. billr( p
h nstruct . ion acti-vities on the project site.
sediment control measures in conitinctiollNit, all co
ringithp late Spring of2020 and continue
oje,ct will com ence du
It is, anticipated that:con.s.truction of the pr J I . 111, .. . . �
1. a
roject havebeen absorbedby thle.maikQt� It is anticipated that the tot I
se i1altbuilding tots' thei?
.quentiallvunt. in
proxim ely three (3) years.
con-structiotipha.se�wi.tt.*accommo..(Iate�ap _.at
9� During the- stabilization period �after construction on each lot has been completed but prior to certification of
ffii_cev4andthe.fV1on ova
tvitle Zotii.np,'Lnforeement�OfficQr.f.o.r the rem
approval by the, M6 ntvilte Wetlands Enforcenient 0.
s) all erosion,�nd 8 dinlent.cootrot measures shalt be-maintaified in proper
rot measure
of erosion and sediment: cont..
aired, as necessa
working order, All -erosion Lind sediment contro tineasures: shall'. beinspected and mailltaitwd and./or rep
d r each storm occurrence.
on��aweekly basis during the stabilization. period an. afte
1O.During t4e stabilization period anyewsl6n. which occurs shalt belmmediately repaired by the.Applicant, reseeded
with thc.seeding mixes set: -forth in the Construction.. I Sequencing Sections of this Narrative and restabilized.
&7
ationbas been con, let w iting from the Ivion"'ith,' Wetlands
I I � Once., -d and. certificatiort thereof obta.ined.in
saabiliz p
ion olmeasur
Enforcement Officer arid. MOAtvi Ile Zoning.E 11forcemen't Officer,� all e.ros and sediment contr es shalt be
remove d by the Applicant.
CONSTRUCTIONS tJENCING - DRIVEWAY.C.ROSSFNG. FOR LOT 49-8
. . . . . .............. I ...............
.. .. .. .... .. . 1-11-.- ...................... 1�.. ....... ..........
.......... . ..........
ho.Applicatit proposes to ill regulated activities in
nco tion with the development of Lot. 49 8, t
njunc.
I neck of wetlands in order toaccess the, developable area of proposed Lot 49-8
conjunction withfhe cro,,, . f a smal
11 a single family rQsidentlal driveway crossing reed concrete pipe, to equalize my
wit and the installation of a 15 " minfo
impounded water that may Occur in, the W.et'land �ystern during a s torm event.
atrance at the intersection o ti the proposed dri veway with
Ili The. Applicant shall install ail anti -tracking constructioli c
Raymond Hill: Road.
of e a in ersection with Raymond
sliall clear but not, grub, the area �for. the construction the driv w y to its . t .
`�he Appi icant
and woodchip berms may be
3. Marketable tinaber shalt be removed from the Property. Treo tops shalt be chipped,
I fo . r other t-ortils,of erosion. control delineated o. n. the Plan.
substituted
e P1411. wnuradient
4. Erosion control measures shalt be. installed. in the location delineated on.Sheet 5 of 7 of th along the do g
'de . coristrq . eflon activ 4 ties proposed. on said Lot 4.9-8.
si of',
5��. once, all erosion c s have been installed, the Appli ant shall request (a.n. inspection of the instatlation.of
ontrol measure
.by the Town of MOA fficer:,and Town of Montville
tvillo wetlands Enforcement 0,
erosion and sediment control. measures
=t officer. In no event shattgrubbing or soil disturbance occur unti.t such tirae as the installation of
ZomingEn.forcein
the N1011tvilte Wetlands Enforce -men
t officer and Moiltville
nand sediment control ineasures1os-beei approved by
Zoning -Enforcement. Officer.
6. Stumps shall be Q11her be removed or ground inplace. in.the QventAhat.stunipsare. removed, the* shall be removed. to a
y
-te Montyilte..Zoaii g Enforcement 0fficeri In no event shalt stumps be buried on site.
-location 'Approved in advance by tt
7. Surface soifshall. be stripped and. shalt be., stockpiled for. future usein site. stabilization. in no event shalt surface -soil.
stockpiles be� located in a designated wetland area or.any 4planct revie,�v a ca adjacent to wetlands.
'0zed: by instal thig, a simale row Of : s It fe
18. Surface: soil. ��toQk-piles shall be stabi i. ace arOUnd each stoc ile location. The
st iliz d by sceding with ail RnnUat ryegrassmix.
s shall. bf,- constructed at a slope not to exceed 3 1 and.,shall be ab
stockpi 0
ere. Mutch shall be applied at a rate of 80
r, Oix shall be a plied at a rate, of 40 pounds per a.
and mulch, The annual ryeg ass n
r with a mulch blower.
pounds per,1,000 square -feet and shall'be.spread by.hando,
shall be '.boxed out". The area. shall be--preparedfor the installation of the, 15" reinforced concrete pipe
9.. The driveway
aterial in accord-. ith the: "Driveway Through Inhwd
cro s� culvert. b excavating and removiffir 18" of organic, in ance: -w
y 11 1.. C� : I- . . 11 be backfilled with 18" of bankrua,Vavel.
area sha.
Wetlands" detail as depicted on Sheet 6:of �7 of the Plan. The, excavated
Ivert shall be hist tied and thereafter backfilled witha mininIUM of 12" of
The 15 reinforcedcoiierete pipe cross cu.
rainimurn. of d ivalent bearing surface, Flared end sections shall be
banknin a avel cover -and 4" processe �,r vel Or e(111 �
or'' . , . .1 ss:t,- . , p rap inlQt and oL. protection shall be instilled in accordance
-let 4ndou ulvert 4 6 .... itle a
itallect'at.tho in ttet of the cro an..n
with the Plan,
by spre cling stockpiled surface. soil: over theseareas ata thicluiess of not less than
I O� Disturbed areqas�. shall. be stabilized
Q equivalent to 50�1 ereent calcium plus
4 Areas to be seeded. will be.pr6 d b reading:,ground linleston p.
pare T �p
1,000 square. fe s to be applied at a rate of 7.5
Magilesitiln oxide, �applicd �at a rate of 50.pouadss P01. et..� Fertilizer (10- 10- 10).1
ation of lime ail J n
e ilizer, there. are to be. o periodic
.pounds oQit 1 000 square feet. 'Following the.initial applic rt
4pplic . ations 6 . f lirn . e:.and fertilizer. Disturbed areaswilt beseoded with,�a �eecting mix of Kentucky Bluegrass applied. at a.
rate of 20 pounds per acre CreepingRed Fescue applied at a rateof 20 pounds peracre and perennial ryegrass applied at. 4
r acre, A �h droseed mi-, utilizing comparable cultivdrs
plication of 45 pounds pQ . x . . -
rate of 5 pounds per acre for a total.ap y
sha : 11 be a , suitable substitute, in the QNVnt that �a hydroseed mix is notutitized, after seedirig, the areas seeded shalt be
stabil?zed: with h, =Ich
ay
cling shall only 0=11
.1111 Mediate ty led at a rate of 70 pounds per 1,000 square feet and. anchored by tracking. See
4ppl,
between April I toJuge 15 and. Au list. 15 to October 1.
CONSTRUCTION 1. CING INDIVID UAL LOT DEVELOPMENT Q�p REGULATED ACTIVITT�)
....... ... .......... ------- Q . ...... ............. . . -1 . ........ . .......... ............ . ........... . . .... .............. . .................
c dplineated.for each lot on theflall
The Applicant shall clQarbut not 1 grub,,,within the limits of Aearlag
2, The, Applicant shall remove the .surface soil fi-oni the area::for the construction of.tlie co tructionentrancefo Q Q 0
As a hl..t. as
delineated on.the Plan.
31 TheA plicantshall install a construction entrance to each lot, inaccotclance with the "ConstructionEntrance
p
detineated on the Plan.
4, The Ap a g erQw. , Or gradient tunits,of disturbance on
.plicant shall inst 11 a, sin I f silt fence or.a woodchip: berm at the down
each individual lot;
r s� thpAppticant, or its successor, as tho ca , se
in tion on .0easu
5. Upon the co ple of installation of erosion and. edirnmt c trol. n.
Ile Zo . nina Enforcement Officer to
maybe, shall contact th.P�Moritviljc Wetlands Enforcement OffllcQr.and the mo -00
control Qfher than the, construction of the
perform an inspection of the inst llation of erosion and sediment, measures.
anti, tracking pad, no soil shall be disturbed until such time as the, installation of erosion. and., sedim.0tit control measures, has
m fi, er
been approved by the Montville Wetlands.Enf
orcement Officer and theAlontville Zoning Enforce cat Of - c
the surface soil in.the area. of constraction of tile dwel ling house., yard and driveway.. Sljrfacl�,
6. TheApplicant shaltstrip
soil,sha.11 be retained op. the:lot fiar eventual use in the stabilization of disturbed areas, Surface soil stockpiles.shatI. be,
stabilized by installing a,s'lngle row o sill fence around each stockpile locatio o k ite $.hall. be.constructe&at a
f n, T Ix, st C. � p
a d:shall be Stabilized by seeding with an annual ry gr s mix andmutch. The ailnuat. ryegrass
slope.not to -exceed 11 n e as
er 10,00 sqLi e fect
-racre, Mulch shall. be, applied at -the rate of 80 po ndsp�
.111ix shal I be applied at a rate of 40 pounds pe
:n un, t, a Wi h the c ring ...
and. shalt be, spread by. hand or with a mulch blower. in co it lea of eachlot stunips shall:6.4h.or be (i)
ground in place or 60,remqved to alocati d, i . ad aAce by the Zoiiin- g.E . nforcement Officer and Wetlands
ion, approve n v.
Enforcement Officer of the Town of.montville. No stumps shall be buried onsite.
7, The eelt( ar hole shall be excavated, Sufficient material shall be retained on site f4r:backfilliAg the.fowidabon.
It orted from the site,
Additional material s all be tmnsp
aalh hall be poured subsequent-tothQ approval of
8. Footings shall be. p0red in the cellar- hole and.thereafter� foundation Nki S. s
the, fbotings by: the- Builclipg Off- ntville.
�Qial of the Town of Mo
9, Upon completion of the Construction of tile foundatiou, footing dtains shall be installed,
s e ti gs,sha backfilled with stored
10i upon, comPletion.of installation of thefooting drain., th foundado.n.4nd....04 Jclfbe
material,
I I . Construction. of the: dwelling. house shalt be completedl�
12..0 4,11 di-suirb Ming the same with
pon �the pompletion of constru i w of i. provements, cd. areas shall be stabilized by loa
-oared by
as to be seeded will be pre
not less than f6ur:(4") �i h s of t soil obtained from the. surface soil stockpile.,, Are,
Ac e op
oxidea liedata:r,,tteof.100,pounctsper
g oun mes,one equivalent to 50 percent calcium ptris magnesium pp
spreadin gr d1i' t.
iz of l5pounds er 17000square feet. seedingshall be
1,000square -feet, Fertililer(1040_10) is�to be applied ata rate P
Red Fescue ap tied atti irate of
applied with. amilx of Kentuck I�Iue6qass applied at -a rate of 20 pounds per acre,, Creepir. 9 P,
y
$ pp I pomi 'Per
20 poundsper acre.an(tPerenniat Ryegras a - tied at a rate of ds: per acre for a total:application of 45 pounds:
h -luloh im e iat ty applied at a, rate of 70 und
acre. After seedl g, the areas seeded shall be stabilized With ay n in d* e PQ S per
1,000 square.:feet and. anchored by tracking, Seedil,19 shall only.occurbetw&n Apnif I and June 15 and August 15 to
October L
13. On h sion and sediment control
ce,all seeded areas have been t oroughly stabilized and cut with -two cuttinas ero
hall be removed.
-tileasure.s s.
FILTER BARRIER IN STALLATION & MAINTENANCE:
.. .. ....... �; .......... ............ . . . .............
1. Dig a 6" trenchon. the, uPhill side of the.barrier
:,location.,
1 Position the posts on the. downhill: side of the barrier
drive thepost L5 foetinto t'he g und,
3. Lay the bq.40rh 611 of thqf4bric in. tli�� trene A to prevent:
undernuiningtand backfi U
4. Inspeaudrepair barder after heavy raitifall.
5� Sediment deposits are: to be: renloved when, theyreach
a height of one foot behind the barrier and. am tQ be
deposited in alYa rea, which.is..not r Wlated -by the Inland
Wetlandscommission,
6 1 * ed ons. arid, irs will be made twice
Ii spe necessary rppa.
weeklyi
STRAW BALE
TWO-VXZ'X4!� $TAKE$
IN EACH , BALE. (TYP.)
DOWN GRADIANT
INTSTALLFILTERFABRic
AROUND1 SIDES OF
HAYBALES
N10DIFIED FJPR.,V
PLAN VIEW PLVNG,.E.,P0QL
......... . ...
CONSTRUMON NOTES:.
S I I - U . r FENC - E ., F . I . L . T . ER '. C . LOTH TO BE SEGMELY FASTMDTO
GRADE STAKE'%,qTH, STAKES 6" 0' N CENTER.
2
WHEN 2 SECTIONS.OF FILT,.b 10TH A JOIN ONE ANOTHER
THEY SHALL OVERLAP.B.Y.G.".AND BEYOLDE.D.
3, BALES SHALUBE PLACED. IN A ROW WI'M ENDS TIGHTLY
ARUTTINGHE ADJACENTRALE3,
D&WATERING PLAN
................. . . . ................... .
A -CLE AR DISCRARGESM-1 BE PROVIDED AS FOLLOWS:
A. THE WATER SHALL BETUMPED TO A DEWAXERING STRUC7URE.W.wCH AREA,
SHALL BELOCATEDAT:LEAST �QFEET FRO.&A A!�Y REGULAT.RD.WETLAND....
B, THE DE-,NV��'VrF-,RING�STR,(.ICTURF� SHALLBE SIZED TO ACCONf_&4ODtVfE
EXISTING.FLOWS. (SEE',.DETA[L).
C� THE DEWATERING. STRucrun-SHALL BE SURROUNDED BY SILT FENCE AND
THE OUT I FM L IS TOREDISCHARGED TO A VEGETATED ARfuk
STRAW BALE BARRIER DE -WATERING DETAIL
. ......... . . ............. ...... .......... .. . ...........
NOT TO SCALE
CONSTRUCTION ENTRANCE
... .............. ........ . ..... - .........
NOT TO �.SCALE
�iIOA 0�1
PROPOSEDDRIVEWAY
CL
4. NtE.N, PROMSED NIATCH EXISTING
GRAVELOR EQ0WA"NT -VA71"TON
WETLAND.S ELE.
LOAM AND BOTKSIDES
�PROVIDE
SEED SLORE FLAREDE-ND UNIT
BOTH SIDES
INSTALL 100. S.F.
PROV10E
12 V,1RN,.B...ANKR.LTN:GRAVEL RAP
MODIFIEF). RIP...
FLARED END UNf_F--__, MES
INSTALL PIRE, AS:.REQUIRF.,D BOTH 8
7
811 01�
EXCAVATE I cjl_� IGMATERtA.L
1W1aJLL'W1T11.,V CRUSHED STONE L EXISTING WETLANDS ELEVATION
DRIVEWAY TH.R.O.'UPH.
. ..................... ...........................
INLAND:WETLANDS
.................... . .......
'NOTTOSCALE
CREST C.URVE INI.DRIVE
.................... ................. .
00
*DMENVAYS AT A 1 PZ, Nf,(_).RC-,SLOPE
SHALL BE PAVED
RESIDENTIAL DRIVEWAY DETAILS.
............ . .. ................ .. ....... . .......... ...
-NOT TO SCALE
ell
M
IS M STAN
-61EF Tiff _AP IS SUB,
To mt "0 TIALLY CORRECT
of� UA LIVE SIGNATURE
:AS N(,4"Ep* P IS NOT VALID:WITHOU,
OF TIJE SURVEYOR.HEREQN,
V
lit Itilit"01 k,
x4
.R.1q1lAtW A. DESCHANIPS 00019 DA. IrE,
FINISH GRADE
FILTER
FABRIC
ANGLE109 UP SLOPE 2" STONE
POST FOR STABILITY AINID
SELF CLEANING
COMPACTED STONFSHOULDE I R
BACKFILL.. . .............. ............ I . ....... .,_ ............ ........ ... ...
NQT TOSCALE
SILYFENCE
NOTTO SCALE
P.AVED DRI.VE WAY
(4!, CR0.S$ SLOPE
8" BASE COU16E
GRAVEL DRNEWAY
.. . . ... ......... ...................
N OT TO SCALE
"x21M'STAKES
EACH BALE
HAY.B1A4E.B.A..RR1ER
NOT TO SCALE
MILL WnK TEMP.
APPLY H OT PAVEMENT
JONT SF-ALER TO
PATCH A.ND18' NEW. 20 MIN. COMPACRED
BEYOND PRWOUS CLAS$ 2 61TUM10OVS COINCRETE
IN, ALL
ALL. MILLED EMS
SAWWT PLACED IN A S%,GL� OFT
DIRECIONS
�EXIST. A0AD
(ADRi V!ARIES)
EXIST. ROAD
�WRFACE
�U P�'
ODTTON! 2" OF 'Mmp.
APPLY TACK COATING PAT4H TO R
Tp.ALL MUED SURFACES
PRIOR TO PAIANG
'DOE 0 F 11 INES SHALL BE
TRENCH L
STRAItHT !R7AL
AWK
2, HUMPING OF PERMENANT
PATCH.: SHALL, UP -11 BE
.. . .. . ........
V ALLOWED,
V :3. PATCH': $HALL BE
rQNSTRQQTE0 TO BE
Wts-nNGUI�.HABE'YOEN
CRQSS-.SECT10N TRAVELINQ. OVER tT BY
MOTORAHICLFAT
P65FED �PEEG WIT.
PAVEMENT REPAIR DETAIL,
... . ..................
CROSS.SECTION
NOT TO SCALE
FINISH GRADE
FILTER
FABRIC
ANGLE109 UP SLOPE 2" STONE
POST FOR STABILITY AINID
SELF CLEANING
COMPACTED STONFSHOULDE I R
BACKFILL.. . .............. ............ I . ....... .,_ ............ ........ ... ...
NQT TOSCALE
SILYFENCE
NOTTO SCALE
P.AVED DRI.VE WAY
(4!, CR0.S$ SLOPE
8" BASE COU16E
GRAVEL DRNEWAY
.. . . ... ......... ...................
N OT TO SCALE
"x21M'STAKES
EACH BALE
HAY.B1A4E.B.A..RR1ER
NOT TO SCALE
.. . .........
TEST HOLE DATA PE_R.Cll TEST DAT.A.
........ ...... ...... . ....................... ........... ............
........ .. ........ .................. ....... ....... v ....................................... .........................................
'A9,8/30/19 & 10/24/19
WITNESSED BY.MICIL,kEL KIRBY PERFORNIED�BY ADVANCED SURVEYS, LLC 8/229
UNT CAS HEALTH DISTRICT, 8/29/19,8/30/19 & 10/2.4/19
PERC#A PERC #5
..DEPTH - 24" DEPTH -12"
'10A 0%10" TOPSOIL TI -195A 0".8" TOPSOIL :PRESOAK 8:35
TH#A. 0"45" TOPSOIL Tl- TH#7A 0%,r ToPsOlt 4:10
PRESOAK
-.15%25ty SUBSOIL, 10"1-24" SUBSOIL. 8i'-3TI SUBSOIL 7-25" SUBSOIL 9:35-611 :9:20 w 3"
2511-72" GRAY COMPACJ� SAND &SILT STONES Nv/SILT -SAN 5 r 14" .611
24"-76" COMPACT: SAND W/SILTS, ROCK -.32"-74" GRA.Y FIRM SAND 9A'
25"-78" MAY FIRM,, .D W/S.ILT 930
NO WATER, MOTTING@25", NO LEDGE NO WATER, MOTTING@3211 NO LEDGE :9;55 r 13 1/4"
NO WATER, MOTTING6424" 'NO LEDGE NO WATER MOTTING@95" NO LEDGE .9:4,0 - 8"
:05
ROOTS TO 34. RESTRICTIVE - 25" ROOTS TO 19", RESTRICTIVE - 24ft ROOTS TO 23ti, RESTRICTIVE 312" 10.11 -17 31/4 9:50 - 10"
ROOTS TO.2 t RESTRICTIVE, - 25,
10:1.5 - 19 U4"' 111/2"
TH#B 0%7. TOPSOIL %91t -25-201/21! 10:00 12 3/4"
rH#5B W-8"TOPSOIL
TH#313 -0 roPSOIL T110B ��:0%8" TOPSOIL 10 10:10
7�23." SUBSOIL - 911-28" SUBSO.I.L. 8"r3l" SUBSOIL 8"-26"SUBSOIL 1.0:35 21..1/211 .1,01�20 14"
"MY COMPACT SAND ck, Slu STONES� YERC RATE, 9 MINUTES PER. INCH -Vrf UNUTES P
23".74,11 G tt VIOUFLED 26"-79" GRAYfULM. SAN LT MOTTLED
- 29 -8 1 If FIRM SAND SOME SILT STONES 3 1 72."GRAY FIRM SAND �W/SILT T 1) W/Sl' PERCR; 8 N
NOWATER MOTTINGK R NG it
NO LEDGE: lk� MOTTI NO LEDGE WATE, _@11156": MOTT[ 'oq,2.4`,NOL DGE WATER(a_ , NOLEDGE
�j .:, 'E, . _,)5911, MOTTING
NO WATE, NG((y98'1
TRI 2,61" PERC-41
ROOTSTO,_,)4 RE STRICTIVE:- 23 ROOTSJ 041 RESTRICTIVE - 28" ROOTS TO 19",RES CTIVE - 24", ROOTSTO 24" RESTRICTIVE PERC#6
f)EPTI DEPTH - 25
-OAK - 830
TIMIA '�O"-Il`ronom ti T.R#5C 0. 7" TOPSOIL TH#7C Olf-8ft TOPS IL PRES -; 11 :20
._0 PRESOAK
Tl -1#3C '0 8" TOPSOIL
SUBSOIL
3".29" SUBSOIL -33 1-01,
8%.2511 SUBSOIL 8", SUBSOIL 12.1110 - 7 1/2
- 0 �42 Wit
3XI'-71" FIRIVISAND & GRAVEL,SONIESILT W 'ILT 33"49" GRAY FIR .4
29"72"GRAYFIRIVISAND IS M SANDW/SI.LT �9 12:20 - 12"
25"l-76" FIRM SAND SOXIE SILT, STONES . I I � � I'll .
NO WATER, M.OTTINGr&26" NO LEDGE NO WATER, MOT'IING@29. , NO LEDGE 'R, MOTTING( (� -3,DGE
NO WATER MOTTING@2511 . NOLEDGE NO �WATE �0", NO 1-1 17" 12,30 - 16"
ROOTS TO 26", RESTRICTIVE -.26 'RESTRICTIVE:- 29" 12:40 - 18 1 IT'
ROOTS TO 19";1 ROOTS '.TO, 27", RESTRICTIVE - 25"
ROOTS TO:25",. RESTRICTIVE - 25 10,10 - 19 31/8" - 19 3/4"
12:50
'113 -1 TH#5D. 0"4" TOPSOIL 1012-0.- 20"� it
TI-D"r Oil-, 1:11 TOPSOIL It
TH#3D Ovt-8" TOPSOIL TH#7D 0 -.i71l TOPSOIL I l4fOO 21
1 1"l-23 "SUBSOIL 9" 24" SUBSOIL 10:30 - 2.11/4"DRY 11: 15 - 22"
811"26" SUBSOIL
23"42"FIRNI SAA N -D & GRAVEL, SONTE, SILT 24"-76"l GRAY FIRM SAND W/SILT PERC "FE 7 MIN UTES. PERINCH MINUTES PER.INCH
_2 '",7SILT PERC RATE
TES 'Nit -
R It 26"-84" FIRM SANDSOME SILT, STON 76." GRAYFIRM SAND
NO WAJ E MO' G@�28 TING@24lf,NO.LEDGE it
WATER(@, 56" j,MOT
If N:O LEDGE �NO WATER, MOTTING@2611, NO LEDGE NO WAT.EX MOTTINI-G@29 NO LEDGE
STP -2811 -TO 23".. RESTRICTIVE -,2411 ff
.ROOTS TO 40 RE.. dCTIVE It ROOTS PERC #2
PERC #7
-STRICT.FVE 26 ROOTS TO 22' RESTRICTIVE: - 29
ROOTS TO 130 R.E. DEPTH - 22" DEPTH - 2211.1
TH#IC. 0%7" TOPSOIL PRESOAK - 8,50 PRESOAK - 8A5
T104A 0"4' TOPSOIL TW6A� 0"-7" TOPSOIL
T.'_30tt SUBSOIL "fH.#8A 4%10" TOPSOIL 9:40. �8 1/2" 10:30 - 8,1/4"
8"-21" SUIBSOIL 7"�24"SUBSOTL
30"-72"FIRNI SAND & GRAVEL, SOME SILT' 10"-2411 SUBSOIL 9:510 � IX' 10:40 - 14"
2 1 "-71 GRAY COMPACT SAND & SILT, ROCKS 24"-72",GRAY FIRM SAND AV/SILT 10:0.0 15 1/4" tO:50 -17 1/2"
11 - COMPAC"
NO WATER,'MOTTING @30 NO LEDGE 24%69" GRAY F SAND &SILT
RESTRICTIVE- 30 NO WATER, MOTTING(ay2l , NO LEDGE WATER@e�40" ,. MOTTING@24 NO LEDGE
ROOTS TO 218" WATER gc2.2 , MOTTING(` 10:1.0 - 17 3/4" 11 foo - 1911
,(4,22", NO LEDGE
ROOTS TO 2 1 RESTRICTIVE. - 21 ROOTS TO 27" RESTRICTIVE -'24 10:20 - t9"
t 1 :4 0 - 20" DRY
NO ROOTS,,RESTRICTIVE. - 2211 10:30-2101/4,11 1
TH#ID Qt�Vt TOPSOIL -fR
TH#413 0':�TI TOPSOIL TH#6B 0i'17 TOPSOIL ff. C RATE- I I M NUTE_PER INCH
8l'32!'.SUI3SOIL TH#8B 0"-10'.'TOPSOIL PERC RATE - 8MINUTES PERINCH.
7-26" SUBSOIL. Tt.-29" SUBSOIL
32"-74" FIRNISANI). GRAVEL, S,0ME SILT "RAY COMMPACT SAND & SILT, ROCKS 'RAYFIRM SAND WISILT, MOTTLED 10`�B` SUBSOIL
-26" 86" 0 1 PERC#8
NO WATER, MOTTING@`2 NO LEDGE S �C #3
it it 23"-68".GRAY COMPACT SAND & 5ILT mr
-1-FfN ' 0 L GE
NO WATER, MO G@26 N ED NO WATER MOTTING@29.,N0 LEDGE DEPTH 18
ROOTS TO 27", RESTRICTIVE - 32" D"
it WATER@,2_511, MOTTLNG@23",:N0 LEDGE DEPTH � -
ROOTS TO 25, > RE. STRICTIVE - 26" P -20
ROOTS TO 29 RESTRICTIVE - RESOAK - 8
NO ROOTS, RESTRICTIVE - 23: PRESOAK -10t�00
9� t5 - 5 1/�)t
`OIL 8 3/41t
Tf-1#2A 0" 6" TOPSOIL TH#4C 0%9" TOPS 10:45 - 31/2" 91�25
TH#6C -,0"'-8" TOPSOIL TH#8c 0%9" TOPSOIL 10:55 - 91"
0'��24" SUBSOIL 9"v-30" S0113801L: 9:35 10 1/2"
SUBSOIL V-20'11 SU SOIL 11:05-12.1/2"
24"_79':'FIRM SAND W/SILTS,. ROCK 30"_74" GRAY COMPACT SAND & SILT, ROCKS � � B. � 1 9:45 113/4'.
it
24 -80" GRAY FIRM SAND W/SILT 11:45 -15"
20 �RAY COM ACT SAND & S
`R, MOTJ_ G@30t', NO LEDGE 40`0 JLT
.NO -WATER, MOTTIN66z�_:y�,24" NO LEDGE NO WATE IN P 9,�55 23/4"
WATER@59, MOTTING@24% NO LEDGE 11:25 t7l/4"
'STRICTIVE - 30" WATER;, OT FfNG@20",NO LEDGE .0:05 m,43 1/2
ROOTS TO 2 1." RESTRICTIVE - 24" �TO 20 ucD24'. 1\4
ROOTS RE,
ROOTS TO 23",,.RESTRICTiVE - 24 11:35 - t9l' -15
NO�,ROOTS,.RESTRICTIVE - 20" 10, - 14-1/2"
11:45 - 20 1/4" 'S PER INCH
TH#213 0 "TOPSOIL T11#41) 0" 71' TOPSOIL PERC RATE - 12 MINUTE
TH#6.D 0";-7" TOPSOIL TH#8D 01142"1 TOPSOIL
-2 PERCRATE
W-27" SUBSOIL �T'. 5" SUBSOIL. 7. MINUTES PER INCH
p 7-24!�`:SUBSOIL t2l'.23" SUBSOIL
M
27"-76" FIRM SAND W/SILTS, ROCK 25"-82" GRAY CON ACT SAND & SILT ROCKS
24"-72!.'GRAYFjR.M.SAND WISILT
WX R� NO LEDGE NO LEDGE 23. _64it GRAY COMPACTSAND& SILT
NO! 171, , MOTTING@27 NO WATER, MOTTING@25 . - - I
:.NO WATER. MOTTING@2411, No LEDGE
ROOTS TO 26", RESTRICTIVE - 27 ROOTS TO 9-1 RESTRJCTIVE - 25 W_ATER@24"� MOTTING@y24t%, NO.LEDGE PERC
ROOTS TO 20",R713STRICTIVE - 24 NO ROOTS,, RESTRICTIVE" 2.41f DEPTH - 24
:30
PRESQAK-71�
T 1-14", 2 C TOPSOIL
8":-29" SUIBSOIL
81-20 8 1/2"
W147" FIRM SAND W/SILTS ROCK I . I
81,30 �14
NO WATER, NIOTTING,( , 9, NO LEDGE 8:40_�JTI
ROOTS TO 3011, RESTRICTIVE - 29tf UO - 19"
2.0 1/2"
TH#'2D 0" -10" TOPSOIL 9P10-2131411
-10"-28" SUBSOIL PERC RATE - 7 NJINUTESPER INCH
28if FIRM. SAND \�/SILTS,'ROCK
NO WATER, MOTTINGC(D `DGE
2811� NO LL
ROOTS TO 3211, RESTRICTIVE - 2811
A
MLSS DATA
........... ....................... ........... ......................
LOT #49-5 LOT 49-7 E.XISTIN(' LOT #49
LOT #49-1 LOT #49-3 ........
BEDROOM.RESIDENCE 4 BED ROOM RESIDENCE 4 BEDROOM. RESIDENCE 4 BEDROOM RE SIDENCE 3 BEDR.00NNI RESIDENCE
SLOPE SLOPE 6.5% SLOPE 4,5%
SLOPE. 2.2% SLOPE 7.5%
'S I IN 9MINUTES
PERC RATE 1 IN 7 MINUTES PERC RATE - L "IN 7 MINUTES� PERC RATE - I IN8 MINUTE TERGRATE. PF,,RC-&,kVt!l IIIIIN9NEINUTES.
RECEIVING1. SOIL DE TH (AVG) 261f,
Tl -CEIVING SOIL DEPTH (AVG.).25'.251!
RECEIVING SOIL DEP -1 (AVG.) 29" RECEIVING SOIL, DEPTH (AVG.) 27�5 RECEIVINGSOIL DEPTH.(AN'G.), 27 RE
(I (I"F) 1.75 X (PF) 1 :,0 73.5 �(I-J.F)30 X (FF) 1,75 X(PF) L25 65 6 110:30 X 1.�'F,,) 1. 1.0 45t
(11F) 56, X (FF,) 135 X (PF) 1.0 98' (RF) 28 X (FF) 1.75 X (PF) 1.0 - 49,0' IF)42 X, k
N4LSS REQUIRED �'65_6r
QUIRE 98.0 NtLSS REQUIRED - 49.0- MLSS REQUIREM 73.5 IMLSS REQUIRED 45.'
MLSS RE D
MLSS RROVID . ED, 661 L IDED 50'
MUSS PROVIDED 9.8' MLSS PROVIDED 58' MLSS PROVIDED 74 M SS PROV
4.BEDROOM HOUSE REQUIRES 577,5 S,F, .1 BED.R0()M HOUSE REQUIRES 495 S,.F,.
4: B I EDROOM HOUSE REQUIRES 577.5 S,F. 4BEDROOM HOUSE REQUIRE'S 577.5 S.F� 4 BEDROOM HOUSEREQ-11RES 577.5. SX.
OF EFFEcriVE., LEACHING AREA OF EFFECTIVE LEACHING AREA OF EFFECTI V EL EACHING ARE A OF EFFECTIVE.. LEACHINGAAREA �OF EFFECTIVELEACHING AREA
USE 66 FEET OF G EOMATRIX ST 6212 (12" DEPTH)
-DEPTH DEPTH)�
USE 98 FEET OFGEOlvlATRiX-0ST 6212 (12" DEPTH) USE 58 FEET OF GEOMATRIX GST.6212 (12" USE 74 FEET OF GEOMATRIX-GST 6212 (12".DEPTH). USE 50 FEET OF GEO&LkTRIX-GST 6212 (12
(98 X 1.0.0 98 1 0 SX0 (58X, 10.0 580 S.F.) (74 X 10.0 740 &Fl) .(66 X 10.0 660 S.F.) (50 X 10�0' 500, &F.)
USE GAI_, 2 CONIPARTmENT SEPTIC. TANK USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK USE. 1,250 GAL. 2 COMPA�RTMENT SEPTICTAN USE1 250 GAL. 2. CPMRART. T SEPTIC TANK USt 1000 QAL, 2: CO
K N JL�IENT.S'EPTIC TANK
W/ OUTLET. FILTER DEVICE W/ OUTLET FILTER DEVICE W/ OUTLET. FILTER DEVICE, W/ OUTLET FILTER DEVICE woul.Lu 1, FILTERDE ICE.
-2 LOT #49-4 LO
LOT,149, T 49-6 1OT49 8
....... .............................
4 BEDROONIR E .4 BEDROOM RESIDENCE
4 BEDROOM. RESIDENCE 4 BEDROOM RESIDENCE ESIDEN(
SLOPE 4.48% SLOPE 3.2% SlOPE 5,0% 3,3%
PERC RATE - I IN 8 MINUTES P
PERC RATE - I IN 8. MINUTES PERC RATE - I IN 7 MINUTES E"RCRATE -.1 IN 12 MINUTES
RE, CEIVING SOIL DEPTH.��kVG.) U,25" (AVG�)z2>2,2511
RECEIVING SOIL DEPTI-I (AVG.) 27" RECEIVING SOIL DEPTH (AVG.) 25.5 RECEIVING SOILDEPTB
(HF) 30..X (FF) 1,75 X(PF) 1.0 52.5' (11F) 42 X (FF) 1.75 X (PF) L0 73.5' (I -IF) 30 X (FF) 1,75 X (PF) 1.0 =.52,5f �(HF.) 42 X (FF) 135 X (Y.F)'1.25 91-9,
MLSSREQUIRED - 52 St
MLSSREQUIRED -�515' I'vILSS REQUIRED - 73.5 PvILSS REQUIRED - 91.9
MLSS PROVIDED 5V MUSS PROVIDED 74J MLSS PROVIDED 581
MLSS PROVIDED 92
4.BEDROOMHOUS.E.RE UIM577.5S.F. 4 BEDROOM HOUSE REQUIkES5775S.F. 4: BEDROOM. HOUSE: REQUIRES. 577-.5 SX.. BEDROOM HOUSERE QUIRES. 78T.5 S.F.
Q
OF EFFECTIVE'LEACHING AREA OF EFFECTIVELEACHING ARE A OF EFFECTIVE LEACHING.AREA OF EFFECTIVELEACHING AREA
W 6212 (12" DEPTIJ)
US E58FEET OF GEOMATRIX-Gs-r 6212.(12"DEPTH) USE 74 FEET OF GEOMATRIX-GS'l 62 1.2 (12"DEPTI-l) USE 58 FEET OF GEO.IVIATRIX-6 USE 92 FEE, T OF GEOMATRIX-GST 62 12 (12 -.DEPTH)
(58 X. �tO,O = 580 S.F.) (74:X 10.0 = 740 S,F�) .(58 X10.0 580 S.F,) (92 X 10�O = 920 S.F.)
USE 1250 GAL. 2 COMPARTIVIENTSEPTIC TA-I\T-K UsE4 250 GAL. 2 CONIP-ARTIVIENTSEPTIC TANK USE, 1250 GAL� 2 COMPARTMENT.SEPTIC TANK USEL25.0 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLETTILTER DEVICE' �V/ OUTLET FILTER DEVICE, W/ OUTLET FILTER DEVICE NNr/OUTLHI` FILTER DEVICE
PROJECT NO, 19-135 SUBDIVISION PLAN
DRAWN BY� PREPAREDFOR
RAR
DATE: 8/24/19
SCALE: AS NOTE, D JWR ASSOCIATES
5HEET 7 OF 7
REVISIONS
234 SIMPSON LANE.
MONTVILLE co
INTS
3/10/20 NNECTICUT
HEALTH. DEPT. COMME
ov,
4/20 HEAL.111 DEPT, COMMENTS
SOILS DATA & SANITARTY INF01;
r1l MAPISSU L
TO NY Pq ELIEFj 41S BSTANTIAL Y CORRECT
MAP F. ��,�,CW
M) BY
V XL W-SlGX,,)XUR]6
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ADVANCED SURVEYS, LLC.
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:25
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