HomeMy WebLinkAboutSite PlanLegend
p DR/L L MOLE
• IRON PIPE
Z TEST HOLE
GQ
® MERESTONE
--------- EX/STIN9 CONTOURS ,Ig65
BUILDING LINESe
SGP
WETLAND AREAS /
k0
MAGNETit^ NORTH
s8 '
' 6 95 N22 0 -2 4- 4 ` "E
G9 6.02 \
p, yw� 450
194a \ \
T � p
wv"4 45
2 8 To MU' ' 1
N • 9 Pr"' N OF 0.Ogg \ / 43
ARE
2�0�• a" � ,,�x��\ 0
5ROAD moo`
+�,� � \! `_.__ GRAVEL `2 /
0 2 � 2� — �\
Ir
04
tAE s o- o , o - / 24
NO.
\ V 1
C:>,
5 1 r 25- �� \�G
�5 \ C °
o 0� X30• � \
\ NE7g3 \ PERS o4/
3' o
8 3 q
0 \ ,. o . 3
!4 ELE� 4►5 \ A \`: \ 9 - C9 \\ WELL T.
B M R Sp 1JV �� z �N_ _
MAPLE w/ R 0 / \ \ - ,1 5, $ a —
30 \ 24 \ N29 6 2 Q a2 � .�`
\ \ o ��o ITS OF
3 95
14 2,�5 \ U, \ aZe LIMITS
` \ a EARN G
\ \ F. �.
26
/ o 39
i 27 �
°3&"
L/AMT OF WETLANDS
7r]NINr; R/1/ K CHART
ZON/ND DISTRICT - RA - 40
PROPOSED USE: SINGLE FAMILY, RES/DENT/AL
L K REQU/RMEN7S REQUIRED PROVIDED
MAX. FLOOR AREA RATIO
015
0.15
M/N. LOT AREA
40, 000 s. f.
AS SHOWN
MIN LOT FRONTAGE
/50ft.
AS SHOWN
MIN. LOT WIDTH
/50ft.
150 ft.
MIN. FRONT YARD
50ft.
50 ft.
MIN. SIDE YARD
/5 ft.
15ft
MIN. REAR YARD
50ft.
50ft.
TO TA SIDE YD. WIDTH
30 ft.
30 ft.
MAX BUILDING HEIGHT
30ft.
30 ft
WATER SUPPLY : ON SITE WELL
SEWERAGE DISFXAL : ON SITE SEPTIC SYSTEM
UTILITIES : UNDERGROUND
/
i'A
\ 'Y /YLJV d/.7. iv
*0, E758,55 . 6
1940 - - - - - - - __4 3 u- 6t/ 2 8 \ -40
4 0., V:
9 0 \ - \ ,4gNa, - - - - -- \ \ \ - 57
3 / \ \ N 18
E� \ , N z \ /5
385 N 192 \ I O 4/ \ \ \ T. F. 0 0 Q_ L lMl T OF )WTLANDS \ 430
\ \\ \ \�/ \\ �� T PER \ 4
425-
0
Z4i' O N- ) m �< — — — — — —
/ \ N29 - \s1A�ES (TIP 41 \ GAR az7� ,./� J ,4 /
1 14.>� �A No f
398 EE120 \
\ �1 396
\ ° 0 94 \ �ER°. I H. /At
N \ � 4 5
o N
\\
94-u
\ d 390.
\ `
LIMlts OF
380 NGPnC \ `
m
375 _ o _
TAD q\ RVE
cA =HAYBALES -
-� Lot�j
3To` � 608 s.f.
cn t�v AREA '�
—
Ot �
-__�- K
D
4100 Rq/SE.D �_ - �- �o - - -- - - - - - - - - - 4 2 0--
\ \ \ E,q ` /42:5
'Q.4NCh, 0\°9� 41 4, ,5` 9 � - - - - -
9A'J FSYS
405I)T.H oI Lot 7B 4r \
_ No. 2
(�' ' ' 4/ 412 O� Q� — V \ \ '
qR 0.0 w _ - �_ _ Z _
� \ � _ , l4T 1
_ AREA 253, /8�6 s. f 415 _
_n ° SI o- 39 �- 20 E
ALES � � i I � �1LL� C 0 35 6
STAJZED _MAYB RESLcRVE � / �'�° \
= WOODS \ - \
4 03.0 � m .� 'i _
26
�4�Ep ��T No.4 m\rn ` Q — _ 4/0 P ` \ \ S!7°-49-24 E
P. �s�LcSy N �, r� r- INF (ry �, \ \
101 S.\ N- \\ _ - - G G BUI L.D! NG i 3 0 34 \ Ck- \
`\ CLE / 7i` 405 / / S�- 12ISE M1.68
CF �+� \
__400 ' v \ _-.'-� \ -Rif.now 04 A*n�**P
w - - - -
\ -� �" I \ X400 (i .�iyii�/i� ✓IG. �o
Lot -IW, C:>- _ x CO: �5
AREA = 59, 199 s. f.
IL
0/
65
Notes:
_
I. BEAR/NGS SHOWN IEFERENCE MAGNETIC NORTH AS OBSERVED NOVEMBER, 1984.
\S \ 1� COORDINATES SHOWN REFERENCE CUMECT/CUT GRID NORTH.
• �� W 00 D �� 64 \
\ -10 ° Z 2. VERTICAL DATUM REFERENCES USGS EL EVA TION NETWORK.
OF NON-DISTUA9AN6F WETLAN B EIS A` 3Bo
3so LIMIT �1 65 � 1 3. REFERENCE /S MADE To THE FOLLOWING PLAN ON FILE WITH THE HARTFORD
-! `$-
WETLANDS pS �
\ `-4 1r Or WE 70� \ 6 608 5 ` ELECTRIC LIGHT GL'yNPANY "TOWN OF /MONTV/L LE, THE HARTFO40 ELECTRIC
_ �l 7 \ � _0 -IL� \ \ LIGHT COMPANY, BERLIN, CONN., ilUNTSBROIDK JCT. -MAIbCHES1I�R, S "ET 2Rift
Area map
GRAPHIC SCALE
355_
+
109
107 °
V
QA
zx0
r_-ra-r->B
Q- /123
/ \
ll0
° 12C 121 °122
+ a118
5 I _,la .19
------
- STAKED NAYTLES at G7.EAR/NG
UM/Ts rip
117 0 \� 1 ��0
99 I
C' ° rol cn 2A90 115_!16 cr_ �pe� ( �\ { I y ( \ R'F 1 Q45
2
LIMIT OF WETLANDS 6 I) ( Z`�W
I BA "� E � 7ANK \
Q,- LIM/r OF NON DIST � I
`cc 1 I rn
Nz
Rt I I y I �� 1 .o►
4
w
r.H, Rx 75
0 1 v PE L7 I I I Z_\
g —'— — —
1\ \
50' \
/00, OT H. 9
PER C
' I 1
S05_° -45'- 40 "E -40/.57' �4'
a H f S65P- I 8 "W N I - 45 � 40 W - 40/. 57 -
16.00 S05 °09' 2'k - 174. d1 ' 1 S 05 ° 0 4 - //' E - 22 5.'V
2 - WRR
/ r REMtOVE 2-W/F AS AEELED
Fel lows,
_ o a d
♦ CP 6764 p ' 2- WRR 0 �65 *HELCO 6782 \
\ v/ 360 CP 6763 I � ' 040
flowds'A400
355 ' BM No. 6
� MErV -
POND
No. 125
\ N73° 5/ # 31 "E
2000 TRACT 2
AREA TO BE DEEDED To
TOWN OF MONTVILLE
AREA = 0.159 oc.
yy
\ THELCO 6781
`575
OF 28, SCALE: I = 200 , JAN. /982 .
4. ALL WETL AND .LIMITS 90*1V OW THIS PLAN WERE MARKED IN THE FIELD
BY RCHARD SNARSKY, CPSS No. 1975 AND THEREAFTER LOCATED BY THIS OFFICE.
5. ON S/ TE SOILS CONS/ST OF CANTON AND CNARLTON FINE SANDY !DAMS,
8% TO 15% SLOPES (CbC); CANTON AND CH4RLTON EXTREMELY STONY FINE
SANDY LOANS, 3% 70 /5 % SLOPES (Cd C); CHA RLTON- KOLL/S FINE SANDY
LOANS, VERY RGCKY, 15 % TO 45 % SLOPES (Cr D )AND R/DGEB04Y, L EiCESTER
AND WHITMAN EXTREMELY STONY FINE SANDY LOAMS (Rn)AS SHOWN ON
THE SOIL 9JRVEY OF NEW LONDON COUNTY.
6. SEE: SHEET 2 OF 2 - CONSTRUCTION AND SEDIMENT AND ERRS/ON CONTROL.
TMCALS-FOR SEDIMENT AND EROSION CONTROL NARRATIVE AND MR TEST
HOLE DA TA.
7. SEE SHEET 2 OF 2 FOR SIDEWAL K DETAIL 8 FUR DRIVEWAY G%wTRUCTION.
8. AN AREA OF LAND ADJACENT 70 THE OLD COLCHESTER ROAD AND AN AREA
OF LAND ADJA C EN r TO FEL LO WS ROAD WILL BE DEEDED B Y WA RQ4N TY TO THE
TOWN OF MONTVILLE MR FUTURE HIGHWAY PURFOSES
9. UPON APPROVAL OF THIS SUBONIS/ON, THE TOWN ACCESSOR WLL ASSIGN
STREET NUMBERS TOEACH OF THE APPROVED LOTS.
0 WhER4EVER PRACTICAL, EXISTING STONEWALLS SHALL REMAIN AS IS AND
SIGNIFICANT TREES AND/OR TREE COMMUNITIES SHALL BE PRESERVED.
ll. A 75' MIN. SEPARA TION DISTANCE BETWEEN EX/ST/NG ANalV R
PROPOSED WELLS AND EXISTING AND/OR PROPOSED SEPTIC SYSTEMS
SHALL BE MANDATORY.
12. ALL DISTURBED PORTIONS OF LOTS SHALL BE REGRADED, LOAMED ANO
SEEDED AS SOON AS POSSIBLE. LOTS 78, 7F 9 7G SHALL BE REGRADED
AT A SLOPE NOT TO EXCEED 5H: I V. RETAINING WALLS SHALL BE
USED WHENEVER NECESSARY 70 PREVENT EXCESSIVE SLOPES NO CERT/F7CArE
OF OCCUPANCY SHALL BE ISSUED UN TIL THE ZONING OFFICER /S SATIF/ED THAT
THE SITE /S BE/NG STABILIZED AS CALLED FOR ON THESE PLANS. SEE
SHEET 2 of 2 FOR RE TA / N/NG WALL DE TAIL .
- � / 02 GRAPHIC SCALE
��� Ov SP/KE //VIOL E 1 ��
xic"� aq50 0 50 /00 /5_9 200 250 300
W
I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE
PREPARED IN ACCORDANCE WITH THE STANDARDS OF A
CLASS A - 2 SURVEY AS DEFINED IN THE CODE OF
PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS
AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED
BY THE CONNECTICUT ASSOCIATION OF LAND
SURVEYORS, INC. AND IS SUBSTANIALLY CORRECT TO
THE BEST OF MY KNOWLEDGE AND BELIEF.
SURVEYOR No 11619
TITLE LAND
DATE JUNE 2/ 19 8 6
/ A R°ROVED BY THE CHAIRMAN OF THE MONT &L E WATER POL LU T/ON cav7ROL
AUTHORITY, THE PUBLIC WORKS DIR£C70R, THE HEALTH OFFICER, AND THE
FIRST SELECTMAN "
DATE
/'7
DATE ..,
AAT6
FIRST SELECTMAN DATF
"APPROVED BY THE MONTVILLE ZONIVG AND PLANNING COMMISSION"
CHAIRMAN OR SECAFTARY DATE
" Q4 7E OF COMPLETION OF ALL WORK'S
CHAIRMAN OR SECRETARY Q4IF
it PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BYLAW HAVE
BEEN CONSIDERED /N THE DEVELOPMENT CF THIS PLAN.
SUOUVDER
DAT
LAND SURVEYOR
DA E
WAIVER OF S/DEWA L K REOUIRMONT "
CHAIRMAN OR SECRETARY
DA TE
"EROSION AND SEDIMENT CONTROL PLAN CERTIFIED BY VOTE OF
THE MONTVILLE ZONING AAV PLANNING COMMLSMON"
CHAIRMAN OR SECRETARY
DATE
hu. du is 00ffe(lie , fPC, , MI
"MOLLY ACRES"
IF v - v IF T -
AV
AL
Ml7VVTV/LLE, CONNEC
TOTAL ACREAGEall.567oa
ZONE: RA- 4 0 REVJAN. 26
SCALES / � = 50 /987
✓UNE 2/, /986 REIT SEPT 4,
REV. JULY /6, /98'6 /9B6
REV. OCT. 14,9 /986
'n0Rn1
F C 0 P4 'Aw
00
t` /04,
v`' +No
c•• .
+
Q o I
�OtlbTF�f�j/P'��
'ti0" i Ri i ��►�''
SHEET / OF 2
BrTUM/NOUS COAC, CLASS 2
4-0
-12 SLOPE //4~ PER FOOT EXSTING GROUND
8"
I /
GaWCTED GRAVEL BASE
rLJ
Bfdswaslle Typloai
BA ES OF STRAW
• STAKE DOWN BUTT
TOGETHER 2-2x2`X8`M/N. STAKES
EACH BAL E
PLAN
FRONT VIEW
494"1 S*1032 Com o�
NOT TO SCAL E
"EROSION AND SEDIMENT CONTROL PLAN CERTIFIED BY VOTE OF
THE MONTVILL.E ZONING AND PLANNING COMMISSION"
CHAIRMAN OR SECRE TAR Y DATE
E]D I r'1ENT CONTROL r,1ARRi i T I'v'F_
Pill M r`i :� ! ? F�' i._ r � r'.i a L' F: `:! � 1_ t � F' t'1 �: N '1" ,=� i : i I '•: "i- I f
r 1. n "J cA ri b ' �1 r~ u, i* b 1. n ' 4"J 1 ! 11 1 fl 1 C'{ C i 1 t_ a ted C= i t' _ r~ 1 n q i 1 f Tl 1 t -
Hl_t t 1 1 1 t` 1 rl <_� t ct 1 1 •w�. i; 1 i 11
C _"• `:� t e til 1 !"1 ==. t , :t .!. !. . j` 1 On
!:°f ca. `. +-: ' ! n _ * r~ !. !. ,_ T 1 0 r
-] t...} :_ ; ! ; !: l:_I F= i.:: ! ! r•.1 ; T fes' I_ {= -I-1: i:� 1'' i E=a f T I '�� T T I S '�-,I T E I i`1 F=' F. 0I V E t•1 E i �`a T `
P.. !..__...1.._Ir1..
f _4.. e �,r-! ,-,r _7b,�,!_. t FEB RUAR Y /5, -'7
- _ ._ - ... _ !� __ r b o, t_ ..
_ ..._ _ _
o 1 L + I I 1 t t... +._! n `: t r~ t.„!, , 1; 1. l._+ I I 1. _. !
t'•.!r:;,',:'i"'m1:-+ r` 1 1987.
f`. .L :I. c� { J. 10 r! f-! T c o n 1: r~ o �. m e �_=k . !...t r e �. � h a 1..i. d1 =t t e
i- ` ,-� r +�1 ' ' •.T: J. .'. r :L f I ' .1 n C:1 1:, e 't CJ r l r !...t b b 1 n '=3 m
ay
t:::'•: 1IT, fT',H �rtce,
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n ��! "= f7 f-' l': r t t, r 1 , , r-! 1 !-! d f1`, 3 `: !� i; (; r t:_ fn t i `.' + t:i !_t ! i '! 1 1 �= h �?
> i1r, 1 r , ! q r"•l_tt,b :L!' -I, .And Hbt=-- C+r~F' {=Gm_
t..t p o n c C: i , H� l; 1. +>> 1 " t _
" i r-•,1,= n
.irl _t11 r,r•j�,n,j-, b+�
Co r-,::: _.. __ r - -
1_ t •.,; F-� !•-• -t- , �+ r-, r-, k.-, d L a 1. � I tI '-.! r~ .=+ '`•! �•'.' 1
__ . T _ r _
_ r,, •, c, r-' ,TI P m r`t t ;-+. t :i. r`! t
! t r t_. i��. _._.
. 1 -
_: 1 1 h : �. i :! b en c+ +� i i. { d 4 2 h { !_t r- ::;1 F, r 3. ,e
T_ t . _. n
11r=,r.i+:_ iI,''f`I.!_: Lr+.::c_tr-'�'•_� F'j !,1 1,_J!•a _l:!rl F r~o1
- -ij --
».
_. _ _ _ _ , _
-, -.- T•;-,::}:=! ! r.., •~ iii,:",I:•jnJ.: EA
�; + _
t+ I 1{T!!= lr�fnen !�eca +r`I ,l 1 lf-_,i- - �e. =t_tl':C'-
-
, -
rt
w rl
co n
-s •- c:s f , i : r-• , L j :'. `, r' +: 2 ,-, n =t n t 1 : = 1 p t
-- - i; i. n _ �..l i. l; l �' r' i. t i c m a r-..
d i. v. t t_t r-' b :_� n +� ....._ . a: T' =+. +::1 �:1 i. -
_.} rJ m_4 r+':- 1 "f 1 �� __'.:J! -t+ { 1 'Fr.u._:, __•!_! r..,,1 !�I_1 t meet
--. e i'; ? t + r`' t. n :I. n " { ? !._t :!. t i i. 1 n r •-
in E.? ! •:i+. t.._ 1 i - it t l J 1 L !
_._ .., -+ 1 1. r, .t . .... .....! ... , ._.. - d
_ _j
'rt = 1 �;a r-, t ,-, r; r`' r- .; 1 n `::3 = 1 1 r _.. - , r, .
1 "I +'i t. �. 1 l i �• 1 '�' n7. -� 1. c : +. n ' r- C + r~ F: ,. ,.- 1 i� r= ,j I. !T! E n t: t,r~ r-' i n r-' _. � .- cure ?. n d
1 t 1 r`! __• 1. ':� ! 1 't :L :...�, !-; 'F ❑ j:' r. ,:� =• 1 7. +' f, o t =e :L iTl += n t beyond 1 +�
:.-:,r~,~i w,r~•-:,,? r-r�= _ t-17.!TI n.: _-!"1c+.:w _ t=,!,_.r...J ani =�r`t r _1
_ :.� _
jTl�'.=;F t_tI,,e` r•ePcl1 i d
on
,: !� pi', r~ . a, r-. , f - p E! r1 1. n q O r~ h ; +. '';,� �� { ` _�, U� m !_I 1 c (1 i_t •_:�. 1 1 be applied
--.
11 t1i.'-:>tt..tr''be+:1r-�_a:,, tc:+ b e; F'o eti +! t. =� r-'r-r~io�� of t;me
fli; :. t?��1r't!{ bi=d pr-•cf=' r -•c 11 b
tion snae
tt:� tw;::= � t_t1cJ,' 1 ine:l tor~Faroelor-; Contr~ol ,
-.... j..J.lii"y -
11 {.n'Fes,rin={.(-12nt d 1.nq C:.anr-10 t i_';E' arC:omP11StlEd Pr1or~
!:o SEPTEMBER /5 , 1987,, I;t�!7+rw'or~: r` �� :' +� irl'-; �r~,�r�ed I,r~ee �f►a11 bre
L-�c_:�r::i tt_,r~ i -r-, W/NTEJf and perm�nent C•eo+dinq �=hall oc+=t_tr~e
_� t t. F, r... AP4 / L /, /98 8 (---, e i m 1; ED e I-, 1 1 b:=' _� F� p ed b y h •:� n �� o r
NO BU/ L DING PERM /TS WILL B£ ISSUED UNTIL £ 8 S CONTROL MEASU/7ES ARE PROPERL
INSTALLED ON THE LOT TO BE IMPROVED.
- CLEAN UP OPERATIONS CONS/STANT WITH SEC. 6.9 OF MON TV/LLE SUBDIVISION REGULA TANS
SHALL BE INSTITUTED UPON C0VR ET(CVV OF CONSTRUCTION.
LOT 7G I
LOT 7F I
OT 1 6 0
Q).
o SL,)F'E = =a. 11- -�- '� ,FAVE t I
PROPOSED 4 ` B/ T CONC.I o t PAVE APRON T� I TO PROP I Q0If
S/DEWALK I
�)WopL NE _ o I-
0
, L /NE !
SEE DETAIL I f r --�-- ---�
I PAVE APRON RECONSTRJCT I
SHEET 018 I I LL AS NEGES'SARY ---- _ o! ~ a END ?S/DE ALK r
ON TH/S \ � �, I l "B/T [SRM � � � i ►'
-A \- 0" LINE 1
WALL -t�CRE,gTE �' ;� COIVCSTRUCT/ON M
- "� A I D !
N \ OPf ' NELC .� !i PAVED LEAK- OFF \ I �. R 0 t ` \ !
51 6 T5 N �- `
l \ 1'Brr BERM l
\ END SIDEWALK �- C'I� N
RECONSTRUCT ,,�p ,\
WALLAS N 0 L
e
Oler VoloA"teir .goad 01tCo I&
SCALE:/ "= 40`
jpotmu
PEF;;MI,_'1 aE_NT SEED I NG
4 " M*',,, i fit t..t fn cl je p -l', h c cn,T1 H:, i-.� i_ t +e d top _• o i 1
a? 1; IL c n5 11inel r-,er ac!'~e
1 b i. 1 t:; - 1 ':'; -- 1 C) t o rt i. 1 1 r' P e r~ ;.R c r-• E?
1 t; .:. F :: e r! t - I:: a _...:1 r~ = : I.. r.., = r'.
2.2 l i.7 i . re- e e =' i r`� F; i=' +---I F= r_• t � t. t e p to r �:a +-
1 b-� . F' ea r~; r ! n :i •,a 1 F,:.,,,:, 1:,1
ING
I F ? . t' 1 1 7 ,-"� j;, 3 r`' e, t� r~, '; ' e'' (t { r-' L1 r --ir~ t .x b 1 .L :L ca t 1 +_1 r-! }
1 i u+ P =? r n n 1. a 1 t,.' yk :? r' ._� =�. `:- '. w i r -I is ,cam r-• r. h k..t d +. �+ lel r'I
PERK TEST DA TA
Pease - Old Colchester Road (PT. 101)
WITNESS: SANDY PANDORA
Test performed on 9/6/86
by D.
W.
Gerwick
Engineering
Depth = 35"
-
22
3/8
-
-
11:50
Time
Interval
Depth
3 6/8
Drop
Rate
10:23
-
22
1/4
8.00
-
-
10:30
7
25
3/4
3
1/2
2.0
10:35
5
27
1/4
1
1/2
3.3
10:40
5
28
3/8
1
1/8
4.4
10:45
5
29
3/4
1
i'/8
4.4
10:50
5
30
3/4
1
1 5/8
5.0
11:45
Less
than 3" remaining
6/8
-
-
Pease - Old
Colchester Road
(PT.
102)
1 1/2
3.3
WITNESS SANDY
PANDORA
23
3/8
1 5/8
6.15
10:43
SIDEWALK NOTES
1. REMOVE STOVEWALL AND VE;ETAT/ON AS NEEDED TO
AL LOW SIDE WALK CONSTRUCTIOV.
2. CUT OR FILL EXIST/NG GROUND AS SHOWN FOR
SIDEWALK CONSTRUCT/ON. MATCH EX/ST/NG G94DES
w/S/DESL OPES NOT TO D(C£EL 4 H: /V /N GY/T OR FU L .
3. TW SCOPE OF THE PROFESSIONAL ENG/NEER CER7F/CATION
OV THIS PLAN IS L /M/TED TO SIDEWA LK a76TRUC i /ON 0ALY.
4. BIT CONC. APRONS SHALL BE PROVIDED AT EACH DRI VE WAY
ENTR A ACE FRCW STREET UNE TO HVHWA Y L INE.
5. SIDEWALKS SHALL BE CONSTRUCTED ADJACENT TO EACH LOT
AND SH4LL BE COMPL E TED PRIOR TO IS UAACE CF C£RThRLATE
OF OICCLFANCY. SIDEWALK COA6TRX T/ON MUST OCCtRE
WITHIN FIVE YEARS OF SUBDIVISION APPROVAL,
REGARDLESS CF OTHER LOT MWOVEACNTS.
Pease - Old Colchester load (PT. 103)
Test performed on 9/8/81' by D. W. Gerwick Engineering
Depth = 30"
Time
Interval
Depth
Drop
Rate
11:40
-
22
3/8
-
-
11:50
10
26
1/8
3 6/8
2.67
12:00
10
27
3/8
1 2/8
8.00
12:10
10
28
6/8
1 3/8
7.27
12:20
10
27
4/8
6/8
13.33
2.0
Less
than
3" remaining
Pease - Old Colchester Road (PT. 104)
Test performed
on 9/6/86
by D. W.
Gerwick Engineering
Test performed
on 9/8/6
by D.
W.
Gerwick Engineering
Depth = 34"
1.5"
•
1.0
4.0
7.0
5.5
Depth = 30"
1.5
/. 5
6.0
9.5
5.5
Time Interval
Depth
Drop
Rate
12.0
7.0
2.5
2.0
2.0
10.0
/4.0
8.0
2.5
2.5
2.0
Time Interval
Depth
Drop
Rate
10:28
-
22
3/8
-
-
10:33
5
24
1 5/8
3.1
11:45
-
21
6/8
-
-
10:38
5
25
1/2
1 1/2
3.3
11:55
10
23
3/8
1 5/8
6.15
10:43
5
26
3/8
7/8
5.7
12:05
10
24
4/8
1 1/8
8.89
10:48
5
27
3/8
1
5.0
12:15
10
25
4/8
1
10.00
10:53
5
28
5/8
8.0
12:25
10
26
1/8
7/8
11.42
10:58
5
28
3/4
6/8
6.7
12:35
10
26
7/8
6/8
13.33
11:03
5
29
3/8
5/8
8.0
12:45
10
27
3/8
4/8
20.00
11:08
5
29
7/8
4/8
10.0
12:55
10
27
7/8
4/8
20.00
Less
than
3" remaining
Les;
than 3" remaining
TEST hVLE DATA
OLD COLCHESTER ROAD AND FELLOWS ROAD
MONTV/LLE, CONNECTICUT
FACE OF
WALL BATTER
B
�*-- E --�
FI L TER FABRIC
NO COURSE CE ST ONE TO BEG#V WI TMIW BA T TER L INE
LAN/T OF UNDISTURBED EXCAVATION
- C -BA QrRL L 7D BE CI✓ AV7ED
BAWRGIV &?AVEL
4" 0 DRAINS w/ FILTER
FABRIC / 0 ` C. - C.
T
L
4C D 1"_�BASE ON mem NON -DIS7VROED SOX
�irwvff� Ce�sast ]dabble a[rsonrjr
gefwlnlstr �1'isil
MASONRY BETA/Nrl'VG WALL DIMENSIONS
A
8
C
D
E
F
2.0'
3.5'
4.0'
1.5'
1.5"
•
1.0
4.0
7.0
5.5
2.5
1.5
/. 5
6.0
9.5
5.5
2.5
1.5
2.0
8.0
12.0
7.0
2.5
2.0
2.0
10.0
/4.0
8.0
2.5
2.5
2.0
RETAINING WL DESIGN SHALL BE SITE SPECIFIC AND SHALL GLS DETERMINED BY A REGISTERED ENGINEER
PRIOR 70 COA67RUCTION.
TEST HOLE No. I
0' 33" TOPSOIL 8 SUBSOIL
331-42" SANDY GRA VEL
42` 80~ SANDY GRAVEL w/ T/GHTL Y PACKED ROCK
NO WATER OR L EDGE ( W1 rNESS: DAVID MAR TIN 9/4/84) PERK TEST DEP TH 35 / "= 4 M/N
TEST MOL E Ab. 2
0 `� 6 " TOPSOIL
6 `= 30" SUBSOIL
30`84"F/N£ TO MED/UM STONY GRAVEL
NO MOTTLIAIIG (WITNESS: SANDRA PANDORA 6/ll/85 )
TEST AME No.3
O"_ 12" TOPSOIL
12`- 32 "SUBSOIL
32`� 78 "FINE SAND w/CLAY
LEDGE OR LARGE BOULDERSAT 78"
NO WATER (W/TNESS: D40D MARTIN 9/4/84) PERK TEST DEPTH 36 ; 1 "= 3M/N.
TEST HOLE No. 4
0 `� /0" TOPSOIL
/0 `! 24"S UBSO/L
24"-84"F/AE TO MEDIUM SAND
NO WA TER O R MOT TL ING ( WI TNESS : SANDRA 94 DORA 611V86)
TEST HOLE No.5
0`� /0 TOPSOIL
/0" 32".51`JBSO/L
32" 45"SANDY CLAY
45"' 75"GRAVEL w/ 77GH7L Y PACKED BOULDERS
AD WATER ( WITNESS: DAV/D AIA RT7N 9/4184) PERK TEST DE P T H 36: / "= 8 Aff
TEST HOLE No. 6
0 "- 6 " TOPSOIL
6`- 24' _5USSO/L
24 `� 6�9 "CGMPACT STONEY, SIL TY FINE SAND
"HOLLY ACRES *I
NO MOT TL /NG OR WATE74 (W/ TN£SS : SANDRA PANDORA 6////8 6 ) PEMS.&IMM M0PERrYfiEwNwV1G 7V
TEST HOLE Na 7
0" / 0" T17PS0/L rIM IADJ%0fir
/0`= 30 It SUBSOIL 6MD
301- /02" SANDY GRAVEL w/ MED/UM BOULDERS
NO WA7FR OR LEDGE (WITNESS: 04KD MARTIN $14/84)
PERK TEST : DEPTH 36`, l "= 4 MIN. OLD COLCHESrER ROAD 61 FELLOWS R04D
TEST HOL E No. 8
0 `'- 6 " TOPSOIL
AVNWILLE,MNNECTICUT
6 - /6 Sr/BSO/L A ROOT ZONE
16 -36" MEDIUM TO COARSE GRAVEL
36" -FINE SAND LENSE ATA ACREAGE 7T L= 4
36 - 6 6 MED/UM STONY GRAVEL d
MOTTLING AT 36"(WITNESS: SANDRA PANDORA 6////86)op,���
2 ONE: RAI=IRA Afiry
TEST HOLE Aft 9 50, e 26
� pC
0 /2 ' ` 7OPS0/L J6194f*
in E
s s/2`�32" SUBSO/L -
" " : ��� 32 - 66 BDNEY GRAVEL w/ TRA CES OF CL A YLEDGE AT 66 NO WATER���PERK TEST DEP TH 36;` / 4
"= 3 M/N. (WITNESS-DAV/D MARTIN 9/4/84) 1JINE ' 194916 • SEP •
REV.
JULY
/6,
1986 19416
REV.
OC T.
/4,
196+6 SHEET 2�2