HomeMy WebLinkAboutSeptid Sys PlanSEPTIC SYSTEM'-- "'SION Ak SEDIMENTATION
l CQi�ITRQL_ NOTES.
THE SF [' TJC TANK SHALL BE A I oco _ GALLON TWO COMPAR TMEN T TANF'
MA"JUF A(' PJRED BY SUPT-PIOR, JOLLY. PON IONDO OR EQUAL. IT MUST BE
PROPFKI Y BAFFLED Al IHF INLF T Ai+I OU ILE T ANI) SHALL BE WATERTIGH I_
JOI+'ITS SEALED WITH A`PHALT, CEIM , r OR EQUAL CONCRETE SHALL BE t - � ` T ` A PROPOSED SIN
GL£ FAMILY DWELLING M1
-1OCC P.S,:., 28 DAYS, + IHNFORCED 'NI TIi 6X6 1C'r. ->ND DRIVEWAY.
_ - 10 GAUGE WIRE I�.1ESt-i. - ,
PIPE ESE T',bEEN THE AND SEF' ITC- TANK TO OF 4 INCH EXTRA HEAVY
CAST IRON (C'C; F_CRMING TO ASTM A"Ill). DUCFit _E IPCN (ANSI A21.51) WITH
RUBBER C-,'MPRES ;LGN (;A`_KET JOIN 1` , PVG c�T'}+•i() A ;TIM D1 /85 PRESSURE %r1 }' +^LES OR SILT FENCE AS SHOWN ON THE
�NA IE P PlPr. , OR PIPE ANI) JOINTS f ( ; J)1NF (j+M IO ';F C TION 19-13 -bl os OF �
Hf� CONN`-CTJ,UT PUBLIC HEALTH C()C� THE- ill -"F i TO BE LAID ON A
INIFC P,ki CPADE (AS SET BY THE LEN1,3I1i AND !iJ���:_E'r:� S-HO,kiN) AND IN A �`'- ' CONSTRUCTION ENTRANCE. -
IRAI(_1H T
SI rE. STRIP AND STOCKPILE TOPSOIL
`iO CAST OR DUCTILE IRON PIPING SHALL BE ALLONED FOLL t2`NING THE OI!._j IPvFGf1E+
:AIF TO CONROSIVE FAC FORS. USE OF .5 INCH 01AMI- TER PVC DRIvEWAY.
iE E- CIN(a I, i t)2/29 SPECS OR T INCH DIAME TE_E? PVC MEE ►I�JG ASTM I).i0S4 MIKE�I `
DR 35 0p LQUAL, IS REQUIRED FOR ALL SOLID DISTRIBUTION PIFING. .(,, E AND UTILITIES. GREYSTOHE DRIVE, MOP, - . _E, CONN.
USE OF 3 :NCH PVC ASTM D2729 IS ALLOWED FOR PERFORATED EFFLUENT
TEI Job #`-1 �` 10
t?ISTRIHEJIi�PJ PIPE (INVERTS SHOWN 10 REMAIN SA�b1E). r.t .. ,I r AND DRIVEWAY FERTILIZE, SEED AND
tt'J� '131 D AREAS. i
s;I � FP1HlJ T1 `J BOXES TO BE PRECAST CONCRETE Y TH HIGH LEVEL OVERFI-C)`,'! NEW DEEP TEST PITS OLE DEEP TEST PITS
)N THE�PLANS_ INVERT O� I'ERFCPAIFI) PIPE IN FRENC:HES fo HF -DIMENTATION CONTROL MEASURES SMALL
I
A! '•LEVA flON AS DISTRIHU :!'fl HO'=_ i�Jt I T. � -)R TFiE START OF CONSTRUCTION AND Date: May 26, 1997 Dila 1, A qU_;t 19,746
'•'+ 1 i JN TIL AI_L DISTURBED AREAS ARE , ''
J}� C� �_')?(ES ;I+.� E3E NLA��E�:�;J A 6 I;. �'�•it'^� �lr N tnessed .. ,
__ I by Donald R. Aubrey L S. P E ry+tr�Ni st✓t� by =��y-�r1(jrews, Sanitarian
Towne Engineering,Inc. I
Ur, -(is Health District
Ur t �` CE ay Andrews Sanitarian
<?, IJND!NG ALL -IPI S AT THE IiGI SE. Uncus Health �!stnr.t Old) Test PiIt T
H? M, ,P I VRED ONCt `� _WER PIP,! c) a1=F IN , ; :, E f' �EC�tMENTATION CONTROL AND ) to 8„ t0 SOLI
r
_I t ,�"GUIDELINES
_ , r - PUBLISHED
t 4
_ CONTROL A CONNECTICUT" BLISHEO „ p
A ( 1' LLrC f !iJl RENO ITL {' P ii I ()
O S�RVATI _ � �) �` i
�' E ��+� C.�N SOIL AND `NATER C nN. 8 t E l
t_i!!
T
t 'E , :iE T?Er;''! r'1 n; _ �L TOWN REQUIREMENTS r r 48 to 120" Sar
�-, till
'THAI L � ".+; - � .' !(, rt `•+ .`1() t- F F
(New) Test Pit # 1 1`10 ledge
,
' ,� ' H E O top`.,c)iI
- � �.' .E_ DAILY INSPECTIONS OF T' SITE T t0 4'
EROSION AND SEDIMENT CON Ir OL r+0 Water
T rk lI1E_ t 1
t' r PFI I AILD `; f, �.I ,+ � It i t+r ,�js ! MAKE NECESSARY REPAIRS O 3 r71E'rllllrTt t3rn'Nn sand
mottling
��. rJT +'F �+I +` 36 to 81" sandy hardpan, moderately comb ,; t 1()
r I: li :;, I . t I �.+�, �� • IiJL o� ;r �,� F -AVE �Y THE possible mottling at 32"
Ni" ANI) t,". .:I ►,i :Ti 1';'. '' r' i ti{ +TAN ��. Si1`J �' -� �.;'r , !� ,WN ON THE PLAN.48" • 01d) Te Pit
J HALL ENTER ANt� LE
�' +► FJ� , 2-; P , (, A roots
to ' Test E
to 6' toosoll
;l�.•�;�ATiSHAt.I- MF E T fHseepage
no see a e
t�rN.
1 0 PERMANENTLY S TABILIZE A DISTURBED to 42 sub - S �+I
F? " \f� '` " (;TIVITY HAS TEMPORARILY CEASED FOR no ledge
TO EXCEED ONE MONTH. TEMPORARY I t0 1
+SURES SHALL BE IMPLEMENTED AND
> INCH 100 ':'' +rjF r *j . T CON TROL MEASURES ARE IMPLEMENTED TED (New) Test Pit #2 •�`� water
' 1 INCH __ .,
- 25 �0
0 to 4" topsoil o ledge
.1r) 5 '�'" - ='� " i!RES IF REQUESTED BY THE TOWN SHALL 4 to 35" medium bro',vr' and to mottling
I100 U - Ti - r.a; .. r
UPON REQUEST.
4200 0 35 to 82" sandy comp.,lct hardp,ir `Old) Test Pit 3
t` D >t_t_ F3E PROTECTED WITH A MINI�,tt_�A,i possible mottling at 3' „
F'F l SHAI_d 4PLACEDIN 6 INCH L!F TS AND )`.ilN IN ACCOMPANYING CHART.
obvious mottling (it 35" 0 to 9 topsoil
'. MNL E IF r A )�,F _S (4 [PACKED ()R IINE D EAR Il+ no seepage
to 51" sub til
i,4, }If i'! BANK F?r'"J_)N[_ If fr' a.y ''t.AN AL -L L -,NC) DISTURBING AC II`„I TIES IN n0 ledge I tQ 1 ;':� dl
T ` "_) � +
rFi . 1, x rEIN T OF THE DISTURBED AREAS. rcl Iedq
r L T N ,,
L r .� L J E . ♦ - _ -
`..HAL dE PLACED i' E A� (�, . , ` ",r�l ; 3; ;;,- T. , ,., ,•,t � r
>i: _� RESPONSIBILITY TO c) e
JS °J HIFFOPF_ BACKFILLING. ^� t'' L -)!t E; ry "-+F ��+ .oNTROL MEASURES ON nc; rn�stt',r ,j
AN') _ •* TALL AND MAINTAIN THESE Ot D DEEP FF ST PITS
1t If r� IH'F }r`>JFM I+A', FiFFN CON'>IN. I� l� at,t t' ''L D It) DE,I_ , c ..U.E,' .t J_�ION OF WORK.
I HAS FTE E N ACE
i'Af�k.T'NISF c_U ,,,RADE, A •1 INCH Ml�ai!�.r ",i t i r; � I '��;PSOlL SHALL BE Datc.: 9/14/ (OH) rt_�A
87 w
1 1'
-'i�,1D AN'!_' GRADED TO rtiE ELEIIAI= � `�H� ;��; 'J {HE PL,arJ. THE ENTIRE c) t) topsoiExtrapolated From Subdivision Plan
1I;RF4FD :AREA SHALL I* FERTIII�`It). SAFE>, �: �t� HOILED AND 11 to 52„ sub -Soil
"•+ ,I '
','ED W `H HAY OR EQUAL. Test Pit Lot 24 52 to 126” sandy till
F I�()UN1I ,,t1!PVACE 01,ifR THE ENTIRE SEPTI'. Ir►.� (:_1BAIL HE GPAI)E1, TYEC48L [ REUCH SEC I LOIN 0 to 8" topsoil no ledge
,I) F 10 I)RAIN `'IURFACE WATER A`.Y•�. 'A THF ARI .% 8 to 27"yellow/brown fine sandy loom no water
��
'� _ ' no mottling
27 to 52„light yellow/brown loamy silt rlhottled =
>'S TF M '_IIALL BE PROPERLY CO'.� r'+ `+t TITIN I No „")FAKING �" r�F..z: ,
r ► t'! t ? ►iNs:; f ()(:At HF At, IH DEPAR IMEN IS It'J`.f-E t 1!(`:N 1,J) �•.)R:11+'DN-WOVEN throughout probable perched waterVA
7 ' TER FABRIC 52 to 88” gray firm sandy till
MIt7
IF T?iE INSTALLER OF THE SYSTEM FINDS ANY ACTIVE GROUNDWATER. till.,tlr, till. � : , ,I,. �: ,, ;I, ;!,, s. ,:I/. !r..Ilr,.;lr„rlr„Ilr„►II„►Ir no ledge ----�
kii) I T[ ENI; t)!Fl () THER SI TE LIMITATIONS DURING CONS 1RUC TION 'NORSE THAN ==l =; - i i=l ``L `�
.e= ,,�,��; mottling at 28”
`:HO'AN t =N 11F PI AN, HE SHAM 1MMEflIA 1E L'f STOP yY(?Rt* ANC? CON T A(' ; -
T.. k-E'.tT;:l<.r; HEALTH 1(;f ;JC Y .�[JU TI,; t_`Stci _';.., ,LLR f 1 - �8� INN. no round water
( .E »Ar. 9
C'J5 T iL F't_.A^1 - ..
RM_..” x. T. �,, 2- root to 27
IF 15 R E C OM M J ::
EP DED THAT A REGISTERED ENGINEER INSPECT THE PROPOSED
�ti 11C SYSTEM DURING CONSTRUCTION TO ENSURE THAT THE SEPTIC SYSTEM CrJE _-/ EXISTING
IS INSTALLED ACCORDING TO THE PLAN. THIS WORK MAY ALSO INCLUDE •'!_® ! �' `.SIN. SOIL
MATERIAL IE•: `) IINt; OF IHF F II L MATERIAL USED. THIS IS TO ENSURE THF 48” MIN.
QUAL1r)' IN ;=t1,\T10N TO 1`14E CESCRI13ED SPECIFICATI';N AND TTiE mo rTL.ING OR
GROUND
T1'iL (,CMPAC rIQN PP(\.1DED BY R4F^N TR1 A(- rGR PPIOfT TO "OVATER
ov THF SYS TEM ELEMENTS.
WMF MIKE A
1 1 F°E_CCMMENDED THAT A REGISTERED LAND SUR1rE'rOR PROVIDE - LEDGE GREYSTONE DRIVE, � 01- 'I I E, CONN.
+ `JS IRUCAIC N TAKE -OU r FOR BOTH LOCATION AND ELEVA 1IONS F � )R At l —
1.4A,j(''R (:( }v P('NF N TS OF 1HE SEPTIC SYS TEM AND HOUSE PRIOR TO THE. TEI Job #9" ','to
%, ' TAI_LA TION BY TETE INS TALLER OF RECORD. 70.
- ... I,u, posts -� �lq�, (OLD) PER�OLA11 ' � 1 f -St
IN IHi F V� N 1 THAT THF. RE` .:FR\vE AREA AS SHOWN IS EVER USED, A
t'k FNSED F"PCEESSIONAL EN61NEER MUST BE EMPLOYED TO DESIGN ANY C
c ; i ANGES OR APDL LIONS TU THE SEPTIC SI STEM SHOWN HEREIN. NCoo CR WF ; = 5 � A C Percolation Pit # 1
` Test run: August Au 5, 1996 `
g _ � Percolation !7 --
FLOOR �t s
T++F F INItiH�_Li AND.A)R [OP C'F F t .NDA ITON ELEVATIONS SHOWN ON
Observed by: Ray Andrews, Sanitarian Date: 9/1 ' : u
TI++`; PLAN A E APPROXIMATE. THEY +.i • PE RAISED BUT NOT LOWERED EROSION � C
I !TJL ESS APPR()(, ED BY TIRE ENGINEER FILTER I Uncas Health District -
Extrapolated ! r :rr �ubdi? slon Plan
` 114. `NELL MUST BE PLACED A MINIMUM 'i 75 FEET -ROM ANY PART OF THE FIACKFILL ` Ti- T
., ; .. i ,,� me (am) Depth t per inch 19"
Percolation Rate = 6.2 minutes P
T-'I.IMARY OR RESERVE LEACHING AREA, ".(`F? CLC,' -,ER THAN 25 FEET TO HOUSE ( ' � 1 1 :OD 3 1/2 t
F C01ING DETAIN oR A DRAIN CARRYING SURFACE ?IA IF R DIPEC 11(,'i h I ; 1 1:10 8 j /4"
- i♦ ` } �7L + -ter ,.�
TI:. CCN TR AND/C)R O'�rYNER MUST �,OMPL'r` ,'�1 T'tt JELEVA:'i i TOWN ! f ' EROSION CONTROL - �',;
1 1:20 12 1/2"
=-L F. OWN ANL: F eRlc
f�TE FiE'1t TH [ FRARTh1EFJT REGULATIONS DUPING '*s` rt=UCTTC;°tJ TF+E E31JRYRIN TRENCH " 1 130
PC SY�iF M PF TAILED ON [HIS FLAN 1 1:40 18 112"
AND T_�f�`c+ l?:1I'Hti TCS BF VERIFIED Br I);t
_t�EJTP:` T
SILT FENCE t 1 :50 20 3� i.
C.Oft
"t -IC UON r }�0CPAP1.0, ROM FELL' ` UP`vE_'r HY IC`4NE L.` DETAIL, 12:00 p. m. 2
- Percolation Rate - 8 minutes per inch
t
r. AII(`•, I IJri�'Et-..F?!;UNO U T1LI TIc �> ARE APPROXIMATE .AND A! L ► � �
E CONS TRUC Ill")N 1HE CON I P AC' TOP
" t 1�E `� VA, N!' [ iE SHi'WfJ. PRICH I',)
L '- At_L BEFCRL TOU DIG" AT 1 3500-922-4455 AND HA,,;- ALL CONCLUSIONS:
A PIl-j L. ON FT* C;ROUND. iTr1 . Suitable for sewage disposal.
STAKES PR HALE 2. Engineer's plan required.
DESIGN RECOMMENDATIONS:
VEGETAT'VE COVER FOR DISTURBED AREAS "i'` " ,-:: - �;•, :I�.D Lot tested for suitability to install a septic
= system.
! 10.1 to 20 min./in. perc rate rt:res 675 sq. ft.
,F�t-_ I)IN�� S( EiFi ,,; ! � � {'` . ` ;� `� �'{ MIN. for a- 3 -bedroom home.
2'TEMP F?ARY ""' ANNI i4t k'YFGRA`,`� To .JL!`tE
At±GUS 11 5 i O OCT- I
•
�'L MANENT .71; KLN IUC:k, T BLUEGRASS APRIL 15 TO JUNE 15 Ergo VIEW
`1 ('RE EF'IN(; RF.D FESC1JF AI)CUS T 15 TO ':EPI. 15 � A Y B A � E � I L TA TION
PERENNIAL RYE GRASS BARRIER
R EQUAL } t CAL>
FION r I\ TE '-:'E 10, 0, C
FLP TIL I:'ER { r. ` ('►- SO,
"FED MIX 00,<10x10) LIMF HA i MULCH
TEMP�:'RARY 1 I B. 1 7 t BS. l5 I. BS. '0- 9c• L r3S �'
1
-ERM ANE N r 1 H. 7.5 LEIS. 9! t HS. 0 - 9 ; t BS
f_E I"V1POR INFRYFEC
x F.11 N
U -t tJ�;ED IN AHF .AS 'NHICH caNNOT BE SEE i)F:[) Wl rFa1N THE SPI_clt IF Ii
'F'F'LI('.ATION Ra'. 70 -90 LBS.//1000 SF
_ I
-SSP%;;,L T OR S�r{TM� iE TIC LIQUID MULCH BINDER SHALL BE APP+ IED OVER C O N STR U C '1101".4
ALL HA'y MULCH AT i -HE RATES SPECIFIED BY THE MANUFACrUPER.EI'�TRAi�C'"_
r"%NTOWNE
ENGINEERING, INC.
CIVIL ENGINEERS AND LAND SURVEYORS
ROUTE 32 AND RICHMOND LANE, SOUTH WINDHAM CT
FEL (203) 423-6371/889-2100 FAX 423--5470
SEPTIC SYSTEM DESIGN
PREPARED FOR
MIT"INXi
FOLEY
GREYSTONE DRIVE MONTVILLE, CT
DATE REVISIONS—BOOK NO. DRAWN SHEET NO.
6/26/97 326 EJ
DISC NO. DESIGNED 2 OF 2
SCALE --- --- 13 20 J H B JN
1 " =20" CAD DWG CHECKED
97-1 OOA DRA 97-100
A iS F S
k DESIGN-
'.•AMBER :-)F BEDRO
i"'SIGN P�a,:LLATI.
`( . 10.1 TO 20-2
EFFECTIVE AREA R
' 675
EFFEC FIVE AREA P`
675
LEACHING DESIGN:
'k
SEPTIC TANK SIZE:
A-il
DESIGN CRITERION:
MOTTLING AT 32"
BOTTOM OF TRENCt-
_
'IF NO DEEPER THAI. 14
INCHES I� j 10 THE F_
4
i'ILSS ArAAL�t
HF - 1
e
F - 1 =
PF - 1
YLSS X FF X
S/95 VER.
MLSS - 3< 1. S X
�t
i'
F--
C
z
r"%NTOWNE
ENGINEERING, INC.
CIVIL ENGINEERS AND LAND SURVEYORS
ROUTE 32 AND RICHMOND LANE, SOUTH WINDHAM CT
FEL (203) 423-6371/889-2100 FAX 423--5470
SEPTIC SYSTEM DESIGN
PREPARED FOR
MIT"INXi
FOLEY
GREYSTONE DRIVE MONTVILLE, CT
DATE REVISIONS—BOOK NO. DRAWN SHEET NO.
6/26/97 326 EJ
DISC NO. DESIGNED 2 OF 2
SCALE --- --- 13 20 J H B JN
1 " =20" CAD DWG CHECKED
97-1 OOA DRA 97-100
A iS F S
k DESIGN-
'.•AMBER :-)F BEDRO
i"'SIGN P�a,:LLATI.
`( . 10.1 TO 20-2
EFFECTIVE AREA R
' 675
EFFEC FIVE AREA P`
675
LEACHING DESIGN:
•J'; ; 5LF 1'x4' STONE TRENCH
SEPTIC TANK SIZE:
1000 GALLONS
DESIGN CRITERION:
MOTTLING AT 32"
BOTTOM OF TRENCt-
_
'IF NO DEEPER THAI. 14
INCHES I� j 10 THE F_
(-,RADE.
i'ILSS ArAAL�t
HF - 1
F - 1 =
PF - 1
YLSS X FF X
S/95 VER.
MLSS - 3< 1. S X
10. 5
r"%NTOWNE
ENGINEERING, INC.
CIVIL ENGINEERS AND LAND SURVEYORS
ROUTE 32 AND RICHMOND LANE, SOUTH WINDHAM CT
FEL (203) 423-6371/889-2100 FAX 423--5470
SEPTIC SYSTEM DESIGN
PREPARED FOR
MIT"INXi
FOLEY
GREYSTONE DRIVE MONTVILLE, CT
DATE REVISIONS—BOOK NO. DRAWN SHEET NO.
6/26/97 326 EJ
DISC NO. DESIGNED 2 OF 2
SCALE --- --- 13 20 J H B JN
1 " =20" CAD DWG CHECKED
97-1 OOA DRA 97-100
I
EXISTING
(.t#.,WI ##l, , SCALL
HOSU
E
NSF LOT
I ;
r _
FE; ET
4'2 51' E
20 ft.
0.60
70 Fi)'F�
/ I _
DE
1
• S ?9 01".4
500.00'
f ;
\ 15' SIDE YAP ��
10P 1_4
LEGEND
D
2C)1)ERTF' ! l I I
1i()' WIDE 1r1 + C CB
S �
S ./ C -CB
1
ACK T, - I 1 TF=87.2' _
TF-- 87 4 ;
;31TUMINO _ \
I
OPJrOUP '_-INE •/ \ 1 76 /
<:. CIUR. LINE I 1 1 7
r
vN rouesRE fAIN1h(,82
8�
_i
I
{
1 I i
�43
PROPOSE, Al,/
PROPOSE,; ! .r•;�;f ?!At
WE FLAND"'
/ r �� 4 E'C'M DRAIN
�;L�RINc. I ',� I 2.0% SLOPE
/
' •
DISCHARGE AT GRADE
EDGE OF F�!I
-�-= -h6 - - ' ,' BM SET 1
,if rATION FENCES
/ c
1 Ot' OAK � � - / �,, GE
EL=71. fi0 F=84.5'
/ � G
TREE LINE • ! r / C' / �. / / FG - _ / / , / C=) (t� /f.
MONUMENTI rxo)
D / \
/ ---••/ r i r
1 / '
DINT
' CONTROL. P �
PROPOSED.
TIGHT POLE j , , ' , / FUTURE I
/ - � , N .3 BEDROOM / o / ' `•
Ar
INGROU D
' - .
• w ,'IPOOL /� HOUSE
BOX Ii /
t,NC3FRCR0UND UTIL 80 � / / ^ i
/ ;' / TW=85.5' /
F13F=78.0'
TEST PIT
/.
TEST PIT-
'
r
� I ,' , I �V. (4 HSE
t, 1 +ELL � / / -83.10'
�� 'UREFG : T, ,, EA:;iri C CB / , , - /
R IR�P0,r.ci)T ILIv + 89 , / >, / / J' ,� r A -FILL \
ti
z L. ;, , , , i '� ,' ' S-D)rj / I I AREA
/ / ,e r i127
tit
EL
1000 GALLON
SSEPTIC TANK
(0 , a� /� INV. OUT _82.2, �'
INV. IN5' '
0 1 1
/ I
/ao
/ / _`l�- - F
/ Cl)
SURVEY DA -2
v °
¢' RVEY �M'a'• ��
TOPOGRAP1111 S ,� oR.
survey Type - --- 4 Gam.
CO
Horizontal Accuracy ;a
BM SET V - _— ���� � � �
�� / 1 OAK Vertical Accuracy a
�• / / /
/ / EL 88.32 IFips �
a
/ Topographic Accuracy _ . . _- �3,a �-«
� �i ' / F.I �ASAL
,' / ,� '� , / • ��. �� , Boundary Determination - --
` been orad in acro ince i th
This map has prep
Regulations of the State of Connect! t Ions O¢ ooN,yyam,
1996. ,i''""''y�o
Q� 20-300b-1 to 20-300b-20 as filed ins �P �p R. q z�
l
• , , , � > � ��, ! � O T y knowledge and belief. th's ap i �
"R
6?
act as noted ter on. O M
sub anti®ily
rn
LandSurveyor
ORIGINAL DUPLICATION
License
: Noy ate .,gyp 3U R,1�.{ .
/ • �, / UNLESS IT BEARS THE !MPPESSION TYPE SAL CSP LAND W A_ t( -R
/ WHOSE NAI�!E ANO REGISTRATION
NUMBER A: AR A8i
78 4
f.
PIE
HILL
Ro p,0
BAR NVI
/ HILL
BPO0!--
LOCATION MAP
SCALE: 1"=2000'±
II`,JSTALL
CONSTRUCTION
ENTRANCE
NOTES:
1. THIS MAP WAS PREPARED IN ACCORDANCE WITH
SECTIONS 20-300b-1 TO 20-300b-2.0 OF THE
CONNECTICUT STATE REGULATIONS AS FILED WITH
THE SECRETARY OF STATE ON JUNE 21, 1996. THIS
MAP IS AN TOPOGRAPHIC SUPVEY, MEETING
SPECIFICATIONS FOR CLAS` A-2 HORIZONTAL
ACCURACY, CLASS V-2 VERTICAL ACCURACY, AND
CLASS T-2 TOP( -)GRAPHIC ACCURACY', AND IS A
DEPENDENT RESURVEY OF THE PARCEL DEPICTED
HEREON.
2. THE BASIS OF BEARINGS SHOWN ON THIS MAP IS
REFERENCED FROM MAP REFERENCE 1.
4 Ti ii .=, i i7T IS THE SAMF LOT (#24) AS SHOWN ON
1�r. `�AP�[ uEiPIC;TED (_'l THIS MAP WERE
DELINL\TED BY DIGITIZING `NETLAMIQS LINE FROM
MAP REFERENCE 1.
r;P i-, i- 1R TN' r;1 JRVFY I")THE R� ;t1i T .
t 1 �.
Q ICY I () NN- - -
-;- r , e a a ' r e • i l , ---- -, t • f i - �:. . , - , i ,I A i ly
IN I I i[ TOWN
t, I Z0: F .10.
n�
MAP REFERENCE:
1. "PHASE II• I e:)TS 1 , = L' -"t! 25, CREYSTONE
ESTATES SUK,I ION, T'r' r E--RTY OF GR.EYSTONE
ASSOCIATES, C ,'1R1"iER Cir _ ("(ALCHFSTER ROAD & MOXLEY
HILL k;_`AD. Vk',t-IIVILLE� (` ..'JNECTICUT, SCALE_
1"
--100', DATE_ `-)EPT. 29, 1087, REVISION 5
i k E_BFI JA''r 2-11, 1989) AS PREPARED BY DiCESARE
3EtITLI_ ,; EI`1GI'NEERS, INC., GROTON, CONNECTICUT.
r'**NTOWNE ENGINEERING, INC.
CIVIL ENGINEERS AND LAND SURVEYORS
ROUTE 32 AND RICHMOND LANE, SOUTH WINDHAM CT
TEL (203) 42.E--6371/889-2100 FAX 423--5470
DATE RE VI�'IONS BOOK NO. DRAWN SHEET NO.
6/26/97 326 EJ 1 OF 2
- DISC, NO. DESIGNED
SCALE 136(20) JHB JOB NO.
1„ =20' CAD DWG CHECKED VV
97— 1 nn
97-100A DRA