HomeMy WebLinkAboutSite PlanSIGNATURE
---
DATE SIGNATURE DATE
14 & 15
350'
390'
Eng-iinee,rs,
16
350' *
350' *CLA..,
17 & 18
520'
460'
CIVIL � STRUCTURAL* SURVEYING
PASSIVE SOLAR ENERGY
TECHNIQUES AS PRESCRIBED BY LAW _
19
430'
490
HAVE BEEN CONSIDERED
IN DEVELOPMENT OF THIS PLAN
* CLEARING OR GRADING
REQUIRED
317 Main Street Norwich, Connecticut
SIGNATURE
DATE
OCT 15 2003
(860) 886--1966 Fax (866) 886-916'5
SIGNATURE
ATE
e--mai..: CL�.engrsC�aal.com
BY �..�
� ... ..
Robert A.
N71.51 '0a
44.9 '
N86*06'40 1'
50.41 '
9.2��------+_______
�- - Z_,z , ri
1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1
THRU 20--300b--20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARDS FOR SURVEYS
AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION
OF LAND SURVEYORS, INC.
A. TYPE OF SURVEY: PROPERTY SURVEY/SUBDIVISION - MAP
B. BOUNDARY DETERMINATION CATEGORY: RESURVEY OF PERIMETER
ORIGINAL SURVEY OF INTERIOR LOTS
C. HORIZONTAL ACCURACY: CLASS A---2
VERTICAL ACCURACY: CLASS V--2
TOPOGRAPHIC ACCURACY: CLASS T--3
D. INTENT: TO VERIFY BOUNDARY OF TRACT AND SUBDIVIDE INTO LOTS.
2. LATEST DATE OF SURVEY FIELD WORK: 11/18/02.
3. SURVEY IS ORIENTED ON STATE PLANE COORDINATES BASED ON CONNECTICUT GEODETIC
SURVEY MONUMENTS #4600 AND #4865.
4. ELEVATIONS ARE REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM 1929 BASED ON
U.S. COAST & GEODETIC SURVEY MONUMENT #595.
5. CONTOURS AND PERIPHERAL FEATURES ARE DERIVED FROM AERIAL PHOTOGRAPHY TAKEN
ON 7/11/02 AND EARLIER,
6. SUBSURFACE AND ENVIRONMENTAL CONDITIONS, OTHER THAN WETLAND SOIL DELINEATION AND
SANITARY SEPTIC SYSTEM SOILS INVESTIGATION, WERE NOT EXAMINED OR CONSIDERED AS A
PART OF THIS SURVEY.
7. NO RECORDED EASEMENTS OR ENCUMBRANCES ON THE SUBJECT PROPERTY WERE FOUND
IN THE MONTVILLE LAND RECORDS.
8. THIS SURVEY AND MAP ARE VALID ONLY IF PRINTS OR MYLAR HAS THE EMBOSSED SEAL AND
LIVE SIGNATURE OF THE SURVEYOR,
1. IOPOGRAPHIC SURVEY PREPARED FORVENUTI ENTERPRISES, INC., CONNECTICUT ROUTE 82
MONTVILLE, CONNECTICUT, SCALE: 1"=100", DATE: AUGUST 1997, JOB NUMBER: 2045
_ SHEET 2&3 OF 9, REVISED:1 /26/98, BY HARRIS & CLARK, INC.
2. PROPERTY. SURVEY, PROPERTY OF & PREPARED FOR WANDA D. DONAHUE & STACIA ANN
VOYDA, CONN. ROUTE 82 & OLD COLCHESTER ROAD, MONTVILLE, CONNECTICUT, SCALE:
1 "= 100', MAY 10, 1993, DUTCH & ASSOCIATES
3. PROPOSED 3 LOT SUBDIVISION, PROPERTY OF & PREPARED FOR LAWRENCE EIDEN, CONN.
ROUTE NO. 82 & 163, MONTVILLE, CONNECTICUT, SCALE: 1"=50', JUNE 8, 1993, SHEET 2
OF 4, REVISED TO SEPT. 13, 1993, BY DUTCH & ASSOCIATES
,-,.,4.--SURVEY ON PORTION OF PROPERTY PREPARED FOR WANDA D. DONAHUE & STACIA ANN
VOYDA, OLD COLCHESTER ROAD, MONTVILLE, CONNECTICUT, SCALE: 1"=40', APRIL 13, 1992
BY DUTCH & ASSOCIATES
5. PROPERTY MAP OF DOROTHY M. & ALBERT H. FREYER, OLD COLCHESTER ROAD & OXOBOXO
CROSS ROAD, TOWN OF MONTVILLE, COUNTY OF NEW LONDON, STATE OF CONNECTICUT
SCALE; 1 "=100', DATE. 5-10-90, JOB NO. C89-54, BY WEILER ASSOCIATES
6. MAP OF PROPERTY OF OUR LADY OF THE LAKES CHURCH CORPORATION LOCATED IN THE
TOWN OF MONTVILLE, CONNECTICUT 1 "=40',
E.
SCAL ° SURVEY &MAP BY T.M. RUSSELL, JR.
\ GUILFORD, CONN., DEC. 28, 1967
_ -
\\f CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF MONTVILLE
W - _ a _ . . _ _ _ NORWICH -- HADLYME ROAD FROM GARDNER LAKE M.E. CHURCH WESTERLY TO THE SALEM
TOWN LINE, ROUTE NO. 153, SCALE: 1 "=40', APPROVED 1929, NUMBER 949 SHEET 1 OF 1
AREA m 0313"Vi Or-
^/ \ o
- h 4
DRA EASEMENT 2
And R hf-T'o Drain -
Ac ros s
rain`Across Lot . 5
To Be Conveyed To
� The- Town of Morftvill'e ' � _ ����'' '��' �-
Area 4,405- S.F. i
�'��I-4 t Ie C. &Joseph M.
Smith
ZN
``-✓ - - V
�\ 4 r_
,. _ _ _ - _ _ - - - _ _ .
ESHEET 3
TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY
CORRECT AS NOTED OR DEPICTED HEREON.
ROBERT L. MULLEN, L.L.S. #12331 DATE
1001 o 100' zoo'
SCALE: 1 "= 100'
\/
Christopher
Rhonda Hewi Zakarian
\
FA
^ ^ ^
Corporation5_"I�
N/F %051
Jose Def reitas
SEE SHEET 2
Kim A. McNama
Lewis E. Seq
Our Lady Of The Lak 179.83' 115.89 165.26
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_ Y TO T_ �� Q ` / , /\L ) `^~ -3 / / /( ! / ~~~~~// / ��\�'
FOR ROAD PURPOSES
/
. others, ^^~
�PARCEL 3 TO BE CONVEYED
=
_ SCALE: 1' 100'
.-../ .Area 2470±
� ' - °`" �r�/n A. Oew4no U
l TO ]TOWN OF �� ���T�][�| , ' — wI I
FOR ROAD PURPOSES
'
^
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD BRG.
CHORD
C1
77.48
369.91
12'00'04"
N50*36'40"W
77.34
C4
137.23
707.55
11*06'45"
N21*42'41"W
137.01
C5
76.89
373.23
11-48'12"
N20426'41'V
76.75
C6
94.08
373.23
14!2633"
N33*34'03"W
C7
302.32
FOR ROAD PURPOSES
/
. others, ^^~
�PARCEL 3 TO BE CONVEYED
=
_ SCALE: 1' 100'
.-../ .Area 2470±
� ' - °`" �r�/n A. Oew4no U
l TO ]TOWN OF �� ���T�][�| , ' — wI I
FOR ROAD PURPOSES
'
^
LOT I - PERCOLATION TEST DATA:
TOTAL DEPTH: 32"
E,'2iOAK - 9:05 AM
10:02 - 11"
10;04 11-5"
10-.06 - la"
101"OL3 16.611
10:14 IJ"'
10:20 I9.2E0
10:20
10:32 I9."15"
10.-36 20"
10:42 20.25"
10-.46 2015"
10,-4a 2015"
10:52 21"
10.-54 21,25'
11:00 22"
11:02 22.25"
11-.00 2216"
11--10 2325"
11:12 23.15"
USE LAST 30 MINUTES
FROM 11-.12 TO 10.42 - 6.15"DROP
30MIN / 6.1511 = IB MIN/IN
PERC RATE = I TO 10 MINUTES
421.1
TURNPKE x(Ru
M ! \ t _ __. -- - -- ` `"
I CH42S A L'.
N
-------------
429.E
i�
molorAllill
30' SETBACK
30' SETBACK
X
\ � 501 j
WETLAN
\ �� ---
��5.1 Ste\
41 Q`` Q``
\ \x
RESERVE rY�7TP�__
x
�vrf;_;'tt�WtA�.)Y 5Y�TEM '\41 1.1
�� \
30' SETBACK
6EE 6HEET 5
40 0 4o eo
TEST HOLES RECORDED BY AMANDA ACWMATOW 4 ROBERT
$EPTIC, ��nTr;M DI LOT I
Rueeo
TEST HOLES RECORDED BY AMANDA ACWMATOW 4 ROBERT
ON NOVEMBER 19, 2002
PRIMARY SYSTEM:
PERCOLATION RATE; I TO 10 MIN./INCH
SUS60
ON NOVEMBER, I'a, 2.002
3 BEDROOM HOUSE
10311 TOTAL DEPTH
EFFECTIVE LEACHING AREA REQJIRE0 =4S6 SF
TP 02A
0"-22" YELLOW BROWN SUBSOIL
USE A 12" DEEP x 40" WIDE TRENCH
122" TOTAL DEPTH
22"-103" GRAY, YELLOW GRAY 4 PALE GRAY SAND
EFFECTIVE LEACHING AREA OF TRENCH a 30 SF/LF
0"-4" YELLOW BROWN SANDY LOAM TOPSOIL
TOPSOIL ABSENT
LENGTH OF TRENCP REQUIRED u(4135,15FX36F/LF)=I(oE� LF
4"-122" ' MEDIUM TO COARSE GRAY, GRAY BROWN, PALE BROWN
NO BEDROCK
DEPTH TO RESTRICTIVE LAYER = 82"
SAND NO BEDROCK
NO WATER
RESTRICTIVE LAYER GREATER THAN 6011
116" WATER
NO MOTTLING
MLSS NOT REQUIRED
la". MOTTLIWS
USE THREE ROWS OF 60' AT S' O.C.
TPOIH
AREA PIDED =540
LEACHING ROV
TP 1025
1H
TOTAL DEPT
109?" TOTAL DEPTH
0"-8" YELLOW BROWN SANDY LOAM TOPSOIL
RESERVE SYSTEM,
0"-10ro" FINE GRAY, GRAY, PALE BROWN SAND
6"-100" YELLOW BROWN, PALE BROWN, GRAY SAND
USE SAME DESIGN A!5 PRIMARY SYSTEM
NO TOP 1L
NO BEDROCK
NO BEDROCK
WATER
NO WATER
51"
51" TOP601L WETNESS (MOTTLIW4)
6211 MOTTLING
TI -4 02C
T�4 011
IOVI TOTAL DEPTH
112" TOTAL DEPTH
0"-3" DA Rf< BROWN SANDY LOAM TOPSOIL
0"-2" YELLOW BROWN SANDY LOAM TOPSOIL
YELLOW BROWN SAND SU5601L
2"-S5" FINE GRAY 4 PALE BROWN SAND
e5"-105" GRAY SAND WITH6ILT
15"-112" GRAY 4 LIGHT 5ROWN SAND
NO BE DROCK
NO BEDROCK
NO WATER
106" WATER
NO MOTTLING
SO" MOTTLING
TP *2D
TI4 OIJ
112" TOTAL DEPTH
130" TOTAL DEPTH
011-13011 GRAY, PALE BROWN, YELLOW BROWN SAND
0"-5" YELLOW BROWN SANDY LOAM TOPSOIL
511-4311 YELLOW BROWN, GRAY BROWN SAND AND GRAVEL
NO BEDROCK
4311-112" MEDIUM TO COARSE GRAY SAND
124" WATER
NO BEDROCK
82" MOTTLINGS
102" WATER
84" MOTTLING
TIC 5T5_TEM_C_>E,5IGN. LOT 2
PRIMARY SYSTEM:
PERCOLATION RATE- I TO 10 MINANCH
3 BEDROOM wouar=
EFFECTIVE LEACHING AREA REQUIRED =495 6P
USE A 12" DEEP x 45" WIDE TRENCH
EFFECTIVE LEACHING AREA OF TRENCH =3,0 6F/LF
LENGTH OF TRENCH REQUIRED = (4e5SFX35F/LF) a 165LF
SLOPE = 205lo'
DEPTH TO RESTRICTIVE LAYER = 51"
P.F.=10 MLS6 REQUIRED = 15 LF
U515 THREE ROWS OF 60' AT 13'O.C,
LEACHING AREA PROVIDED = 540 SF
RESERVE SYSTEM-.
USE SAME DESIGN AS PRIMARY SYSTEM
LOT 2 - PERCOLATION TEST DATA;
TOTAL DEPTH: 21"
PRESOAK - 15:20 AM
9;40 - 13"
9.42 1515"
9:44 11.511
9:46 15,5ll
'i).46 11311
15:50 20BI,
e..52 - 2015"
,B.-54 21"
USE 16 MINUTES
FROM 13,-58 TO e.-40 el'DROP
laMIN /lb" =2 MIN/IN
PERC RATE I TO 10 MINUTES
42x.]
A
<pzz
L -ow
LOCATION MAP
$CALFE:
NON -WOVEN FILTER FABRIC
90 SOIL COVER OVER STONE
(MIN,)
4" PVC PE ORATED PLASTIC
FINISH DISTRIBUTION PIPE (ASTM D 3033)
C-sR.4DE
ONE INCH CLEAN BR
STONE OR SCREENED GRAVEL
INVERT
611
48" WIDTW
11211
'7 -----MOTTLING
LINE
1211 x 48" LEACHING TRENCH
NOT TO SCALE
"O"LA Eng'l
ineers, Ina,
CIVIL - STRUCTURAL - SURVEYING
.SEE 5NEE7 4
............. .................................
O /p �
.. ... ...................... 3O'5ETBACK
Sr
x
WETL�4
surtirgs,,iJ I, i
I /
� /RESERVE
'r' 30' SETBACK
...... ....
30'5ETBACK
UF \We
x
P0551BLE POOL
LOCATION LL I
LOT B - PERCOLATION TEST DATA:
TOTAL DEPTH: 331,
PfRESOAK AT 10:20 AM
10:56 20"
10:55 2225"
11:00 23"
11:01 2a.15"
11:02 24,15"
11:03 25,5"
11:04 2&,25"
11:05-- 21"
li.-Cro - 21-17"
11:01 26"
11:08-26.5"
11:0'a 2'a"
11:10 2s_5"
if. -Il- 301,
1612 30,5"
11:13 31"
PtERC, RAT5- 2 MIN/INCH
x A \4
x
f, PT4
-_ `,+219 I 1 �� �c �� , ►ur.
;r.
x
G I
n4iAL. I
PROPOSED U65 je T.4NK x
Ur
WELL
TH4A
SILT E NCE
(TVP. 4(45
V-1
PRIMARY
'-\ �\ �-----.` \ \ � \ \ � SYSTEM-
39-3.1
'ZI
x
_<403
X
K_
SEE SHEET
TEST HOLES RECORDED BY AMANDA
"z ACHMATOW 4 ROBERT RUSSO
TEST HOLES RECORDED BY ROBERT RU550
ON APRIL 2c3,2003
TP 03
141" TOTAL DEPTH
0"-141" BANDED BROWN GRAY 4 YELLOW BROWN
FINE -MEDIUM SAND
NO BEDROCK
NO WATER
NO MOTTLIW-a
TH 03F
142" TOTAL DEPTH
0"-142" BANDED BROWN YELLOW 5ROU-N 4 GRAY
SAND 4 FINE SAND
NO BEDROCK
NO WATER
NO MOTTLING
TP 03G
121" TOTAL DEPTH
0"-121" BANDED YELLOW BROWN, STRONG BROWN 4 GRAY
FINE -COARSE SAND
NO BEDROCK
NO WATER
NO MOTTLING
TH *3H
151" TOTAL DEPTH
011-15111 BANDED BROWN 4 GRAY BROWN
SAND 4 SILTY SAND
NO BEDROCK
NO WATER
NO MOTTOW-3
TIC SYSTEM DESIGN LOT
PRIMARY SYSTEM:
PERCOLATION RATE; I TO 1.0 MINJINCW
3 BEDROOM HOUSE
EFFECTIVE LEACHING AREA REQUIRED = 4e5 SF
USE A 1211 DEEP x 48" WIDE TRENCH
EFFECTIVE LEACHING AREA OF TRENCH = 3 07F4-1=
LENGTH OF TRENCH REQUIRED = (41355F)/(36F/LF) 165 LF
SLOPE = 1451o'
DEPTH TO RESTRICTIVE LAYER =6011
W.F.=14 F.F=115 PF. --10 ML56 REQUIRED = 21 LF
USE THREE ROWS OF 60' AT 13' O.C.
LEACHING AREA PROVIDED = 540 SP
RESERVE SYSTEM. -
USE SAME DESIGN AS PRIMARY SYSTEM
k..'ri Nk"yr—l-Immm 1.1, 2002
T14 '04A
144" TOTAL DEPTH
0"-4" COMPACT GRAY BROWN GRAVEL
4"-13" YELLOW BROWN COARSE 4 SAND CARAVEL
9"-144" BANDS Or- GRAY, GRAY BROWN, LIGHT
GRAY,
YELLOW BROWN MEDIUM SAND TO FINE
SAND
VERY FEW STONES
NO BEDROCK
NO WATER
NO MOTTLING
T"10 4
130" TOTAL DEPTH
V-13" COMPACT GRAY BROWN SANDY GRAVEL
911-130ll PALE ==eNiki "LI Ll `'t'ELLOill ==10N111.1
w
TIC SYSTEM DESIGN LOT 4
PRIMARY SYSTEM.*
PERCOLATION RATE: I TO 10 MINJINCH
3 BEDROOM HOUSE
EFFECTIVE LEACHING AREA REQUIRED &F
.USE A 1211 DEEP x 46" WIDE TRENCH
EFFECTIVE LEACHING AREA OF TRENCH 36F/LF
LENGTH Or- TRENCH REQUIRED
(*B5SF)/(3eF/I_F) w 165 Lr -
DEPTH TO RESTRICTIVE LAYER = NONE
MLSS NOT REQUIRED
USE THREE ROWS OF 60' AT 13' O.C.
LEACHING AREA PROVIDED =540 5F
RESERVE SYSTEM:
USE SAME DESIGN AS PRIMARY SYSTEM
I %-;#
SANDS OF FINE SAND
NO BEDROCK
NO WATER
NO MOTTLING
LOT 4 - PERCOLATION TEST DATA:
TH04C
TOTAL DF-FT14: 2-1"
12311 TOTAL DEPTH
PF4-=SOAK AT IIA& AM
0"-12" COMPACT GRAY BROWN SAND 4 GRAVEL
1211-2411 DARi< YELLOW BROWN SAND 4 GRAVEL
12:00 14-5"
24'1-46" YELLOW 5ROUN COARSE SAND
12:02 10,25"
48ll-&VI YELLOW BROWN SAND 4 GRAVEL
12:04 -11.511
(oro" -123" LAYERED/5AND6 OF: GRAY, GRAY
BROWN, YELLOW BROWN MEDIUM TO FINE SAND
12:08 IS"
12:10 -"
.20
NO BEDROCK
12:127 21"
NO WATER
12:14 - 22.5"
NO MOTTLING
12:16 2325'
12:16 24"
TW# 4D
12:20 24.15"
12(o" TOTAL DEPTH
12-22 25"
0"-12" COMPACT GRAY BRaj.N GRAVEL
12:24
1
12"-32" RED BROJ.N SAND 4 GRAVEL
FERC. RATE. 2 MIN/INCH
32"-126" GRAY BROWN YELLOW BROWN SAND
NO BEDROCK
NO WATER
NO MOTTLING
6,11.501L COVER
(MIN.)
FIN15H
GRADE
211
1211 -
�o Z,/
C -D
SCALE: I"=1000'
0
NON -WOVEN FILTER FABRIC
OVER STONE
411 PVC PERFORATED PLASTIC
DISTRIBUTION f:>ipe (ASTM D 3033)
ONE INCH CLEAN BROKEN
STONE OR SCREENED GRAVEL
INVERT
MOTTLING
LINE
12" x 48" LEACHING TRENCH
NOT To
0
S H E E T 5
12" F�EU
41o.e, INV= 40ro,
x
4130
`� ,�' ) - L .ti --fir% .,.-�x
0111
WE,=
403,a
402.cl
(X
x
4 03. 9 SILT FENCE
40 1
395.4
x399.2
x
x
x
,19
x
AZ -1
TEST HOLES RECORDED BY AMANDA ACHMATOW 4 ROBERT f;wseo
ON NOVEME3ER 113, 2002
g�EPTIC
T44 w7 e-5Y$TEM DESIGN LQT E7
� j � �. �
lZ011 TOTAL DEPTH PRIMARY 5Y5TEM-I (_.`, \,
-
O'l-WIl FINE To vE=RY mNr= GRAY, GRAY BROWN, BROWN SAND PERCOLATION RATE: I TO 10 MINJINC14
#SAND 4 GRAVEL IN NORT" 61DE OF CORNER 3 15EDROOM HOUSE '��-4po'l
NO BEDROCK El=FECTIVE LEACHIWa AREA REOJIFZED 4135 6F x 401,
8111 WATER USE A 1211 DEEP x 4al' WIDE TRENCH
x
4411 MOTTLING AF/LF
F-flzrECTIVE LEACI-11W3 AREA OF TRENCH 3f J % \
LENGTH OF TRENCH REQUIRED (4135 6FX3 SFA -F) 1&6 LF �, / f � ��\
Thi 05B
94�// �" \ --
" TOTAL DEPTH SLOPE a 451o' 41 4
DEPTH TO RESTRICTIVE LAYER 43"
011-5611 LIGHT BROWN, GRAY BR OUN SAND 41 .4\
pr -.=3(o FF=l-5 PP.=1.6 ML -66 REOUIRED E74 LF
5VI-0411 GRAY BROWN, DARK BROWN SAND A C-ARAVEL
NO TOPSOIL USE THREE ROWS OF X00 AT VO.C.
NO BEDROCK LEACHING AREA PROVIDED = 640 5F
NO WATER REEeRYE $Y5TF-M--
NO MOTTLING U5E 5AME DESIGN A$ PRIMARY 5Y5TEM x3 93
T" !lD
l3roll TOTAL DEFTW
YELLOW BROWN SANDY LOAM TOPSOIL C
1311-1111 PALE BROWN FINE SAND
"1111-S&II DA SK GRAY SAND SATURATED
NO BEDROCK
NO WATER
4" MOTTLING LOT 5- PERCOLATION TEST DATA:
TOTAL DEPTH - 25"
T_H FRE6OAK AT 13:22 AM
11411 TOTAL DEPTH
0"-13" YELLOW E31ROUN SANDY LOAM TOPSOIL 10:24 - IE0
1311-4311 MEDIUM TO FINE PALE 15ROWN SAND 10-.2(o 11.125"
4311-114"DARK GRAY, GRAY BROWN FINE SAND 10:26 la -V'
NO BEDROCK 10:30 I925"
Si" WATER 10:32 20"
43" MOTTLING 10:34 21"
10:3& 22,5"
10:38 23,15"
10:40 24"
10:41 - 26-r
11 MIN/ 11-5 IN = 115 MIN/IN
FERC, RATE: I - 10 MIN.
CLA- ----- -1--.- ------
�4 1
x �5EE �5HE.ET I
40& 41b
414
410
412 4123
\ Aid\ \
"
(oil &OIL Covr=R
(MIN.) ---\
0
NON -WOVEN FILTER t=ABRIC,
OVER STONE
ONE INCA CLEAN BR
STONE OR SCREENED GRAVeL
INVERT
(Oil
f
MOTTLING
LINE
12" x 48" LEACHING TRENCH
NOT TO E&CALE
ULF
/*
"
(oil &OIL Covr=R
(MIN.) ---\
0
NON -WOVEN FILTER t=ABRIC,
OVER STONE
ONE INCA CLEAN BR
STONE OR SCREENED GRAVeL
INVERT
(Oil
f
MOTTLING
LINE
12" x 48" LEACHING TRENCH
NOT TO E&CALE
TEST HOLE$ RECORDED BY AMANDA ACHMA COLD
4 ROBERT RU6$0 ON NOVEMBER 19, 2002
TH 01A
111" TOTAL DEPTH
0"-111" FINE TO VERY FINE LIGHT GRAY, YELLOW
BROWN BANDS OF SAND WITH $ILT
NO BEDROCK
NO WATER
NO MOTTL ING
TI -101
113" TOTAL DF-PT44
0"-113" FINE TO VERY FINE LIGHT GRAY, YELLOW
BROWN BANDS OF $AND WITH SILT
NO BEDROCK
NO WATER
NO MOTTLING
THnf-
113" TOTAL DEPTH
:0"-113" FINE BAND$ OF LIGHT GRAY, YELLOW
BROWN $AND
NO BEDROCK
NO WATER
NO MOTTLING
124" TOTAL DEPTH
0"-124" FINE TO VERY FINE LIGHT GRAY, YELLOW
BROWN BANDS OF SAND WITH SILT
NO BEDROCK
NO WATER
NO MOTTLING
4 � ---"i
&EE 5HEET 0 x
429.
x LtF
&D , �s + WELL
.RESEMRVE SY5T \- \ \ _ \ \ uJ..=
\\\
-PRIMARY S 51EAfi 4i1. POOL
TRACK
X�) �� _ \ \ LOCATION
_��\ �2s<C1 \
< �32? �� 1 `� a i _ ... // -� \ ` _ LIMIT OF '
..- ---- -, CONSERVATION / ►,r�-v-
'4a.2 EASEMENT
47
4152
40
ALE= 11w & SHE` \ �\ �- \
FINISH
GRADE
x i
422.1
x/ //- ,/ 211
:A A�HMATL®BERT RUSSo j'T
TEST HOLES CORDED Y AMANIf
211
ON NOVEMBER 49, 2002
SEPTIC 6Y5TEM,E51GN LOT I T 0,6A --_ --_ ---_.
120" TOTAL DEPTH
PRIMARY 6Y5TEM: 011-111 DA SANDY LOAM TOPSOIL
PERCOLATION RATE: I TO 10 MINJINC 4 7-120" FINE TO VERY FINE YELLOW BROWN, GRAY BROWN, OWN NO
3 BEDROOM MOUSE BEDROCK
81==PTIC SYSTEM DESIGN OT 6
EFFECTIVE LEACHING AREA REQUIRED 495 SF NO WATER /
X
USE A 12" DEEP x 48" WIDE TRENC44 NO MOTTLING PRIMARY SYSTEM: �
PERCOLATION RATE: I TO 10 MINANCH
EFFECTIVELEACHING AREA OFTRENCH 3 5F/LF 3 BEDROOM HOUSE
LENGTH OF TRENCH REQUIRED (495 E X3 $F/LF) = 165 LF Tt-4 �6 .
DEPTH TO RESTRICTIVE LAYER NONE 119" TOTAL DEPTH EIwFECTIVE LEACHIN- AREA REQUIRED -495 34=
ML65 NOT REQUIRED 0"-3" DARK BROWN SANDY LOAM TOPSOIL U6E A 12" DEEP x 48" WID- S TRENCH _/-'� 12
U5E THREE RODS OF 60' AT 9' O.C. 3" -119" FINE TO VERY MINE YELLOW BROWN, GRAY BROWN, BROUJN E ECTIVE LEACHIW-g AREA OF TRENCH = 3 8F/Lr-
LEACHING
F/1_.FLEACHING AREA PROVIDED = 540 5F FINE TO VERY FINE 6AND WITH SILT LENGTH OF TRENCH REQUIRED = (495 SFX 3 SF/Lf:) = 165 LF
DEPT" T
RE5ERVE $Y5TEM:
USE 5AME DESIGN AS PRIMARY SYSTEM
LOT I PERCOLATION TEST LATA
TOTAL DEPTH - 2ro"
F;RESOAK AT 1:55 PM
2:25 - 15.15"
2:21 - 11"
2:29 - 18"
2:31 - 18,5"
2:33 - 19,25"
2:35 - 20.251E
2:31 - 20.15"
2:39 - 21.15"
2:41 - 22"
2:43 - 22.25"
2:45 - 23.25"
2:41 - 23.5"
2:49 - 24"
2:51 - 24.5"
2:53 - 25"
2:55 - 25.8"
20 MIN / 525 IN - 3.8 MIN/IN
PERC. RATE = I TO 10 MIN/IN
NO BEDR
NO WATER
NO MOTTLING
TH %c;
120" TOTAL DEPTH
V-1211 DARK BROWN SANDY LOAM TOPSOIL
12"-120" YELLOW BROWN, GRAY SROl1,N, E3ROLLN FINE TO VERY FINE
SAND WITH SANDNO BEDROCK
NO WATER
N0 MOTTLING
TOPSOIL«TEST HOLE NE' TO TOPSOIL FILE
TH %D
111" TOTAL DEPTHV -111" FINE TO MEDIUM YELLOW BROWN, PALS 5RowN, VERY PALE
BROWN $AND
NO BEDROCK
NO WATER
NO MOTTLING
O RESTRICTIVE LAYER = NONE
MLSS NOT REQUIRED
USE THREE ROWS OF 60' AT 9' O.C.
LEACHING AREA PROVIDED - 540 3F
RESERVE SYSTEM:
USE GAME DESIGN AS PRIMARY SYSTEM
L OT re -PERCOLATION T,$T DATA
TOTAL... DEPTH. - 30"
PRESOAK AT 9:25
'i)=52 - 11.5"
9:53 - 13"
9:54 - 14"
'B:55 - 15"
9:59 - 19.5"
10:00 - 20�"
10:01 - 21"
10:02 - 21.5"
10:03 - 22"
10:04 - 23"
10:05 - 23.5"
10:06 - 24"
10:0- - 24.5"
10 MIN/ i IN = IA MIN/IN
FERC. RATE _ I TO 10 MIN/IN
NON -WOVEN FILTER FABRIC
OVER STONE
4" PVC PERFORATED PLASTI
/ DISTRIBUTION PIPE (ASTM D.30)33)
ONE INCH CLEAN BROKEN
STONE OR SCREENED AVEL
INVERT
NOT TO SCALE
423.{
f
- l
420,-1
-- E - �✓ ._ tom. - a'
420.1 J
_ \
420.E ( \
\.
R �'""` �I �r..1/' `�•x '`�'-�.-.-tir(.',F.�r".'` l--`� � '_"Y� =i f a _��r�i-yiT"�r•` �.� _ .......-._- �� l B'r�CI*'a--"... 1� `�'-.
ur-
4?-rte\�' tJ. x`11
30' SETBACK
6a
UP
/ SSIBLE POOL
x *514
UF
-Z Pik
, -� � DSM '--�f� � ..�'
sr
- d2 R. �� l / , 15 S TRACK
r > Oz
�,Cjl' DRIVE
DRAIN _ 1 y
'I r
- �'/ t � 4tQ.9 UTZ a
(/ PROPOSED UP
431. �, } ` - "' !< TANK WELL FSi�J
1• %
� \ A
PRIK
x SYSTEM(/��y] xTLA5
ii � •
UprE
`\ > 30' SETBACK -
F J} •� / 1
424.4 -12 4.1j: / - .,.....
i _ - -�
30 SETBACK
LLI
L�y�+�
42S 0
YPEDROOM
,HOME `ti,.- J� `-iv SET
I
CK
420
- —12 'D At� Ali l.✓ J ` ._ 1-
� �
i< �
%' i _`�/ //ir_ --♦�
x
421
Ik % X _
Z )Ake
43V
, : 2E
�°�� �7N8B l� , X ` i „ �i E6.ia.i \ % 424.\� ��� C�
- >d 422.3, a 1 ` \ f 4j� X x / x \� 1
\
i �
-`
-� WELL/ k r 1
x4203 ` 1
1^429,
""
yqA,.why+ � •�•r4' X � �
___ _ 1000 GAL. \^�
25,
'' &ePTIC TANK422.5
PRIMARY 5Y51 -gm ' &EE 5HEET I
�--
40 -40
TEST HOLES RECORDED BY AMANDA ACHMATOW 4 ROBERT 81550
ON NOVEMBER 19, 2002
T
114" TOTAL DEPTH
"-21" GRAY, YELLOW BROWN SAND
21"-34" FINE DASK GRAY, YELLOW BROWN SAND 4 SILT
NO
VERY FINE GRAY, PALE GRAY, GRAY BROWN BANDS OF SAND
NO BEDR*✓ CK
NO WATER
NO MOTTLING
T14 435
121" TOTAL DEPTH
0"-121" YELLOW BROWN, GRAY, GRAY BROWN LIGHT BROWN, GRAY BROWN COARSE
SAND 4 SAND
NO BEDROCK
NO WATER
NO MOTTLING
Tq
128 TOTAL DEPTH
V-24" GRAY, YELLOW BROWN EINE SAND
24"-125" BANDS OF GRAY, YELLOW BROWN, PALE GRAY 1"INE TO COARSE SAND
NO BEDROCK
NO WATER
NO MOTTLING
T14 O&D
118" TOTAL DEPT14
0"-115" VERY NNE TO FINE GRAY, GRAY BROUIN, YELLOW BROWN, PALE BROWN
SAND
NO BEDROCK
NO WATER
NO MOTTLING
SEPTIC SYSTEM DESIGN LOT 8
PRIMARY SYSTEM:
PERCOLATION RATE. I TO 10 MINJINC14
BEDROOM HOUSE
EFFECTIVE LEACHING .z.: R O ,. = SF
41B5
USE A 12" .- D TRENCH
F/y AREA
M -... OF S41'
LENGTH OF TRENCH REQUIRED (41355F)K36F/Lf=) lro!5 LI=
DEPTH TO RESTRICTIVE LAYER NONE
MLS6 NOT REGUIRED
THREEUSE ROW6 OF rr
LEACHING AREAPROVIDED = 540
RESERVE SYSTEM!
UeE SAME ~ IMMPRIMARY SYSTEM
.- R r
TOTAL. DEPTH - 0"
PRE SOAK AT 5:55 AM
PRE SOAK AT 9:10 AM
9:35 - 22"
9:36 - 24.5"
9:31 - 25-15"
9:38 - 26.5"
'J:39 - 21.5"
9:40 - REFILL 15"
9:41 - 21"
9:42 22..S"
9:43 - 24"
9:44 - 25..
9:45 - 26"
9:46 - 21"
PERCOLATION RATE: 1 MIN/IN
TEST HOLES RECORDED ROBERT RUSSO
SEPTIC SYSTEM SIGN LOT 9
ON APRIL 29, 2003
PRIMARY SYSTEM;
TN
PERCOLATION
PERCOLATION RATE: i TO 10 MINANCH
122" TOTAL DEPTH
BEDROOM WOUSE
0"-9" TOPSOIL DARK BROWN SANDY LOAM
EFr-ECTIYE LEACHING AREA REQUIRED = 4e5 SF
SUB601L YELLOW BROWN 4 BROWN BANDED SAND
USE A I21' DEEP x 45" WIDE TRENCH
96"-122" GRAY 4 GRAY BROWN BANDED SAND
EFFECTIVE LEACHING AREA OF TRENCH 3 SF/L1=
NO BEDROCK
LENGTH OF TRENCH REQU1 D (4955EX35E/LF) 165 L1°
NO WATER
DEPTH TO RESTRICTIVE LAYER NONE
NO MOTTLING
ML$5 NOT REQUIRED
USE THREE ROUE OF 60' AT 13' O.C.
T "
L!~ ACHING AREA PROVIDED = 540 SP
111" TOTAL_ DEPTH
0"-5" TOPSOIL DARK BROWN BANDY LOAM
RESERVE SYSTEM:
SUBSOIL YELLOW BROWN 4 STRONG BRO(�
USE SAME DESIGN AS PRIMARY SYSTEM
BANDS Or MEDIUM TO COARSE SANG
6 V-111" GRAY BROWN # GREY BANDS OF MEDIUM SAND
NO BEDROCK
.NO WATER
NO MOTTLING
LOT 9 - PERCOLATION TEST DATA:
TH
130" TOTAL DEPTH
TOTAL DEPTH - 35"
0"-6" TOPSOIL DARK BROWN SANDY LOAM
PRESOAK AT 10:50-11:03
8"-53" YELLOW BROWN t STRONG BROWN
PRESOAK 2 AT 11:20-11:31
5AND6 OI~ SAND 4 COARSE SAND
53"-130" bROWN 4 GRAY BROWN BANDED SANS
12:05 - 24"
NO BEDROCK
2:06 - 26
1"
NO WATER `
12:01 - 26"
NO MOTTLING
12;08 - 2-3"
12:09 _ 30"
T14 #1314
12:10-31"
121" TOTAL. DEPTH
12:1I - 32"
0"-(o" TOPSOIL DARK BROWN SANDY LOAM
12:12 - 32.5"
6"-1271SUBSOIL YELLOW BROUN 4 GRAY 5RC"
12.13 - 33.5"
BANDS OF MEDIUM SAND ¢ COARSE SAND W1 FEBBLES
12:14 - 34.5"
NO BEDROCK
NO WATER
PERCOLATION RATE: 1 MIN/IN
NO MOTTLING
6" SOIL COVER
(MINd --\
211
12"
NON-UIOVEN FILTER r-ABRfC
OVER STONE
ONE INCH CLEAN BROKEN
STONE OR SCREENED GRAVEL
INVERT
,{
1-14 48" WIDTH
18"
MOTTL ING
LINE
12" x 48" LEACHING TRENGH
NOT TO SCALE ,
C)
TEST HOLES RECORDED BY AMANDA ACHMATOW�,
R0IMS ERT Ruseo
ON NOVEMBER 16,2002
T�4 4q I A
Ilro" TOTAL DEPTH
0" -IB" DARK BROUq FINE SANDY LOAM TOPSOIL
DARK YELLOW BROWN SANDY LOAM
13"-eiV YELLOW BROWN SANDY LOAM
ee" DARK YELLOW $ANDY 64RAVEL
ee"-Ilro" COARSE SAND WIT44 COBBLES A STONES
NO BEDROCK
NO WATER
52" MOTTLING
TH #IIE'3
Ila" TOTAL DEPTH
V-10" VERY DARK BROWN ISANDY LOAM TOPSOIL
IV -54" DARK Yr=I-LOW, BROWN SANDY LOAM WITH
PRIMARY SYSTEM: EWSINEERED SYSTEM REQUIRED
PERCOLATION RATE: 10 TO 20 MINANCH
3 BEDROOM HOUSE
EFFECTIVE LEACHING AREA REQUIRED =6156F
USE A 1211 DEEP x 4611 WIDE TRENCH
EFFECTIVE LEACHING AREA OF TRENCH x 3 8F/LF
LENGTH OF TRENCH F;;REQUIRED =(ro1E�er-X3SF/LF)s 22t�LF
61 -OPE a a%,
DEPTH To RESTRICTIVE LAYER = 34"
WF, -26 F-r-al.5 ML$6 REQUIRED - 56-5 Lr-
LISP- THREE ROWS OF lt�' AT 13'OjC.
LEACHING AREA PROVIDED = 615 15F
RESERVE SYSTEM:
USE SAME DESIGN AS PRIMARY SYSTEM
\` \ `, \ i 5�`,SE TSA 1 /
x
U=
04115
X
COBBLES 4 TOTAL DEPTH - B3" Ulf
STONES PRESOAK AT 11:20
54'1-116" YELLOW BROWN, GRAY BROWN SANDY LOAM A
WITH COBBLES 12,30 l0"
4 STONES 12:357
411
NO BEDROCK -40 10" I>
12. UP UP
0,
'041 LVF
12:45 21 41
112" WATER
54" MOTTLING
12:!50 23
12:55 25" -14
TH #IIC 26" LIMIT Or\ • _ �
-
122" TOTAL DEPTH I.- (z* 21
V-0" VERY DAF;;3< BROWN SANDY LOAM TOPSOIL 1:10 2115" CON6gRVATION i5' 6ETE3ACK
V'-22" YELLOW BROWN SANDY LOAM 1:15 2"" EASEMENT
11424
22"-32" YELLOW BROWN SAND 1:20 2V
"'ATION MAP
32"-122" GRAY BROWN, 5R0LLN, YELLOW BROWN SAND 1:25% LOG
NO BEDROCK 04251
rol" WATER SCALE: 1 1000'
ur- >
-426 x
34" MOTTLING 042-1 x
4_1
r
20 MIN 2:� IN
T44 Oil PERC, RATE: 8 MIN/INCW
10a" TOTAL DEPTH
V-1011 DARK BROWN FINE SANDY LOAM T01=5011-
10"-21" DARK YELLOW BROWN SANDY LOAM
21"-44" YELLOW BROUN5ANDY LOAM Af
Up U.F x
44"-aV BANDS OF GRAY BROWN, YELLOW BROWN Ur- 0430 042
SANDY LOAM UP
WITH MOTTLE 0431 _Z
aV-10a" COARSE DARK YELLOW BROWN SAND WITH
COBBLES
NO BEDROCK x x ""''�,, \
10ro" WATER
44" MOTTLING
6ET5ACK
X
359.2-
Pf;;�,AIN GILT FENCE--, WELL
�' PROPOSED
s . . .._...�-P�. - ..P _ ._-- -=\ - 10
f=,>065115LE FOOL -WOVEN FILTER FABRIC
\N NON
R OVER STONE
(oll SOIL. COVE
30 (MIR)
5F-T5A4(CK
30,
SETIBASK
. (GO
ZO All -
4" PVC PE ORATED PLASTIC
SERVE
1,000 AL. FINISH DISTRIBUTION PIPE (A -STM D 3033)
Y -&TEM----,
/<
X SEPTI TANK. LE -�oOL GRADE
LOCATION SE
__ _- — - I'-- ONE INCH CLEAN BROKEN
PROPOSE_
A00
/ / SF �.� \ , t_�. \ STONE OR SCREENED C4RAVEL
-DROO
3 BE
�OOTIW_:; TEST HOLES RECORDED BY AMANDA ACWMATOW 4 ROBERT I;RU660 SF= `TIC SYSTEM DESIGN LOT 10
RAIN INVERT
ON NOVEMBER 18, 2002
RESERVE r2yeTEM"11
l4ROPOS
ED _T
_y\ 12/l/DRIVE WELL TP 0192 FERCOLATION RATE: I TOI0 MINJINCH 45" WIDTH
Ila" TOTAL DEPTH 3 BEDROOM HOUSE
/ "'/ ` / or \FRIMAR 011-1211 DARK BROWN SANDY LOAM TOPSOIL EFFECTIVE LEACHING AREA REQUIRED =4135SF
F E R VE -1511
12"-32" YELLOW BROWN SANDY LOAM A 12" DEEP x 40" WIDE TRENCH
M USE
T14110 32"464" MOTILE, YELLOW BROWN COAWvE SAND EJECT LEACHIWS AREA OF TRENCH = 3 SF/Lr- 77
64"-118" GRAY, GRAY 15ROLLN, YELLOW 5ROWN LENGTH OF TRENC14 REQUIRED =(4��SFX35F&F)=I&E�LF
SANDY LOAM MOTTLING
LINE
SLOPE - 13�®
X0 NO 5EDROCK ►DEPTH TO RE6TRICTIVE LAYER = r2o"
TH110 H.F.=14 Fr -=IB P -R-10 ML55 REQUIRED 21 LF
NO WATER
64" MOTTLING U6E THREE ROWS Or 60' AT 13'O.C.
4
LEACHING AREA PRoviDEr_> =5405P 12" 48" LEACHING TRENCH
'5P LANr->,,,-- 112" TOTAL DEPTH PRIMARY SYSTEM: NOT TO SCALE
USE
= SAME 0"-2" DARK 15RO�N SANDY LOAM TOPSOIL
DE51GN AS RESERVE SYSTEM
C' IMIR 2"-aO" YELLOW BROWN SAND 4 COBOLE5
10,
eel, r cc aO"-120" GRAY, YELLOW BROWN, 5ROWN GRAY
SANDY LOAM
OiPO GAL
��\ - \\ 5EPTIC T
(3 A
41 A
\\ ` \\7/ IMARY STE
^\� 41b_5
40 0 40
WoALIEs N40'
NO BEDROCK
NO WATER
80" MOTTLINGG
TP 010C
121" TOTAL DEPTH
0"-14" DARK BROWN FINE SANDY LOAM TOPSOIL
14"-,94" YELLOW BROLLN COAR6E SAND WITH
COBBLES 4 STONES
84"_96" DARK YELLOW BROWN COARSE SAND
C,05BLE6 4 STONES
9(o" -I27 COARSE GRAY, GRAY BROWN, DARK
YELLOW BROWN SAND
NO BEDROCK
NO WATER
64" MOTTLING
TP 010L:)
100" TOTAL DEPTH
DARK BROWN SANDY LOAM TO IL
V' -W" YELLOW BROWN SAND 4 COBBLE$
WITH COBBLES
8011-10811 GRAY, YELLOW BROWN, BROWN GRAY
SANDY LOAM WITH COBBLES
NO BEDROCK
NO WATER
50" MOTTLING
PERCOLATION RATE: 3 MIN/INCW
OT 10 - PERCOLATION TEST DATA..
TOTAL DEPTH - 21"
PRESOAK AT 11:0ro - 11:15
1:05 -1115"
1:01 - 13-511
1:09 - 1415"
1:11 - 15-35"
1.13 - 16150
c
h 1 I'311
I:IS - 20"
1:21 - 21"
1-.23 - 22"
8 MIN / 4 IN = 2 MIN/IN
PERC. RATE = I TO 10 MIN
TEST 14OLE5 RECORDED BY AMANDA ACPMATOW 4 ROBERT
RL1660
ON NOVEMBER 19, 2002
TH 012A
.102" TOTAL DEPTH
O'l-lb" DARK BROWN SANDY LOAM TOPSOIL
`b"-20" YELLOW BROWN SANDY LOAM
20"-36" BROWN SAND
36"-102" DARK YELLOW BROWN, GRAY, GRAY BROWN SANDY
LOAM
NO BEDROCK
S&I, WATER
36" MOTTLING
TP 012
95" TOTAL DEPTH
0"-12" DA1 BROWN FINE SANDY LOAM TOPSOIL
12"-37 YELLOW BROWN SANDY LOAM
31 ""-95" YELLOW E3ROWN, GRAY BROWN SANDY LOAM WIT W MOTTLE'
NO BEDCK
93" WATER
31" MOTTLING
*WATER SEEPING AT 4'
T14 012
W" TOTAL DEPTH
Ol'-&" DARK BROWN FINE SANDY LOAM TOPSOIL
8"-26" YELLOW BROWN SANDY LOAM
2rol'-44" YELLOW BROWN VARIEGATED GRAY, GRAY BROWN
SANDY LOAM
4411-9all GRAY, YELLOW BROWN, GRAY BROWN FINE SANDY
LOAM WITH SILT
NO BEDROCK
98" WATER
4411 MOT TLIN(5r
T4 012
116" TOTAL DEPTH
011-113" DA Fd< BROWN SANDY LOAM TOPSOIL
1311-34" YELLOW BROW! SANDY LOAM
34"-116" BROWN, GRAY, YELLOW BROWN SANDY LOAM
NO BEDROCK
114" WATER
34" MOTTLING
Pl��J*Oq_`!"]W
SETBACK
TEST POLE5 RECORDED BY AMANDA ACHMATOW 4 ROBERT SEPTIC 15Y6TF_M ESI GN LOT 13
5EPTIC SYSTEM 5IGN LOT 12 RIS
ON NOVEMBER 18, 2002 PRIMARY SYSTEM: ENGINEERED SYSTEM REQUIRED A.
PERCOLATION RATE; I TO 10 MINJINCP
PRIMARY 6Y5TEM: ENGINEERED 6Y6TEM REQUIRED Tp 0136 3 BEDROOM POL16E
PERCOLAXION RATE; I TO 10 MIN"/INCH 1101-1 TOTAL DEPTH EFFECTIVE LEACHING AREA REQUIRED 496 SP
3 BEDROOM HOUSE &-a" DARK BROWNSANDY LOAM TOP601L USE A 12" DEEP x 46" WIDE TRENCW
EFFECTIVE LEAC141W-3 ARVA REQUIRED = 495 5 S F all -2311 YELLOW BROWN SANDY LOAM EFItECTIVE LEACHING AREA OF TRENCH 3 SF/LF
EEP x 4a" WIDE TRENCH
USE A 12" Dr 23"-60" GRAY BROWN SANDY LOAM STONE .1 C055LES WITH 5F/LF) =165LF
1EA OFT LENGTH OF TRENCH REQUIRED = (4S56FX3,
EFFECTIVE LEACHING AR NCH = 3 S�/LF MOTTLE SLOFE= 4%
LENGTH Or TRENCH RrEQUIRED (4i)E�SFX36F&F) 60"40" YELLOW BR SAND WITH STONES 4 COBBLES =23"
DEPTH TO RE5TRICTIVE LAYER SLOPE NO 5EDROCK 14.F.=34 FP=1_5 PP.= 1.2 MLS6 REQJIRf5D =&12 LF X
DEPTH TO RESTRICTIVE LAYER - 34" 104" WATER L16E THREE ROUro OF roV AT 13' O.C. 15' SETBAC�K
PF.=2(o FF=1,5 PY:.=IZ ML56 REQUIRED 3e LF 23" MOTTLING LEACHING AREA PROVIDED vt�a5 851=
USE THREE ROWS OF 60' AT 9' O.C.
LEACHING AREA PROVIDED t540 W TH 013B SE RYE SYSTEM: 3(yo \
III" TOTAL DEPTH USE SAME DESIGN AS PRIMARY SYSTEM X
N r X
SY,5TEM: t3
RESERVE 011-1211 DARK BROWN SANDY LOAM TOPSOIL 04
U6E SAME DESIGN AS PRIMARY SYSTEM 1211-34" YEL OW BROWN SAND 401.5 UX k\,
LOT12 nPER(2�QATION TEST DAT
-,�
TOTAL DEPTH - 30"
PRE50AK AT 10:55
11,23
11-25
11:31 2025"
11:33 21"
11-.35 21.11: t"
11.3-1 22.1511
11.39 23 5"
11:42 24"
11.44 24.5"
11-46 a 2511
11,4a 2515ll
11:50 26_5"
11:54 2125"
11:5& 2-1,51,
11-50 M 2115"
12:00 2a25"
21 MIN 1 4.715 IN 4.4 MIN/IN
FERC. RATE a I TO 10 MIN
PRIMARY /`�S `
6yeTem, V,
OWN F1 NE SANDY LOAM X C_ 048�6 r
34"-&e" GRAY, YELLOW BROWN, GRAY 5R /'-�40;0 0
&S"-117 FINE SANS 4c(
NO BEDROCK\ \ \/'' 3� . 'r
LLF
NO WATER 048l
UP
34" MOTTLIWS
W 04a4
X 04"
Tl4 0130
ur-
10E)" TOTAL DEP TI -I 04,53
DARK BROWN, SANDY LOAM WITH STONES 04 UP C
>
15"3 it
141 r7
=6 4 MOTTLES
YELLOW BROWN SANDY LOAM WIT14 STONE #43r
UF UP
046,
NO BEDROCK X
NO WATER UA:
3'3" MOTTLING 04a2
0 -BACK
04.&& ;t=
------ 4&1 04 ro
a / /
130" TOTAL DEPTH
10"-34" YELLOW BROWN SANDY LOAM US
011-10" DARK BROWN SANDY LOAM TOPSOIL
•' / /� / ___ �
34"-52" BROWN SANDY LOAM
52"-62" FINE SANDY GRAY COMPACT LOAM
r0211-130" GRAY, YELLOW BROWN FINE SAND
NO BEDROCK/�/ / // \ \
LIMIT OF
405A CONSERVATION
NO WATER
E�2" MOTTLING ------- EASEMENT
\ \ \. •4�l \ \ \ UP . % \
0412
404
0443
UP
044
0445 \ \ \ / X UF
0413
4
U r�__. �_
0442
I0,
d1441
0446
3.1 \\� \ \ /
X \ j
X
�� x$35• > �\. .\ \ \ � � / __ � �,
\\ `1.,
K
X
J C ` 412.1
X X\ X
looll
114 1
""I LIM,
x
, 7NI�c
a .4
X
\ \\� \ \
V
��OTING
RAIN \ `� \'% \ \\ \ \ X
#4
WE LAND
=_LL ur-
\ \ \ /
N
OU� \\�- rl
LOT 13 PERCQLATION !E$T DATA:
� � ,\ \ \ \ TOTAL DEPTH - 29"
oz PFRE60AK AT 12:20 1:23
30
SETBACK
` % \ Ii .\
LOCATION
' \ C{ ` `� \ `\ 1:25 _ 11
1:21 16"
\` \ %\ �'� � \ � `'� '� 1:29 15"a" �•
\ \ ``�\Je
[> FOOTING 1-33 -
�{ \ \ \ DRAIN 1.-35 - 20"
�\ \ 1:31 - 2015"
X 21"
\ tP06615LE P 1:41 21"
LOCATION 1.-43 21"
1.-45 2115"
441 21.15"
ti
SILT FNCE
I;4S 2225"
1 -51
. 22.15"
1,000 GAL 1:53 -23"
SEPTIC: TA t 1:55 - 23,5"
24"
L4 1:59 - 2415"
2:01 25" SITE
2-.03 25"
2:05 25-25"
loll
2-01 2525"
2:0`3 - 255"
25,5"
3 E�EPIRJ
_90M r -13 26"
_0_
50. Wdwb X/
SETBACK
CR
r: �Ar,K
P1.
&" SOIL. COVER
NON -WOVEN FILTER FABRIC
OVER STONE
4" PVC; PE ORATED PLASTIC
F I N 1,05H 015TR15UTION FIFE (ASTM D 3033)
GRADE
ONE INCH CLEAN 5ROKEN
STOR SCREENED GRAVEL
1211 T INVERT
roll
48" WIDTH
�z MOTTLING
LINE
12" x 48" LEACHING TRENCH
NOT TO &,0 -ALE
- 26,25"
2&,5"
2.19 26.15"
2:21 « 21 "
2:23 21,25"
2:2E� 21-50'
2.21 21,15"
2:2'3 w 26"
20 MIN / 2_5 IN - a0 MIN/IN
PERC. RATE = I TO 10 MIN
�A
m
CLA Engineers, Inc.
L CIVIL -STRUCTURAL -SURVEYING
I - - 10/3/03 Health Dept. Comments 317 Main Street Norwich, Connecticut
No. Date Revision (860) 886-1966 Fax (860) 886-9165
L
Project No.
VENUTI ENTERPRISE CLA-2831
prof. Engineer
E.M.B.
mL*J"EErmsH"1D(03b'E So"U"b""DIV1310"'N Date:
DECEMBER 2002
f 01keef, Seo.
SEPTIC DESIGN 10
TEST HOLES RECORDED BY AMANDA ACWMATOW 4 ROBERT f;aJoso
ON NOVEMBER 10, 2002
TP 014A
'i TOTAL DEPTH
0"-16" DARK BROWN SANDY LOAM TOPSOIL
1611-4511 DAfw-d< YELLOW BROWN SANDY LOAM WITH SILT AND STONES
4511-6211 GRAY BROWN, YELLOW BROWN SANDY LOAM WITH STONES
62"-"1 COARSE $AND WITH GRAVEL AND STONES
NO BEDROCK
NO WATER
45" MOTTLING
T14 014LB
120" TOTAL DEPTH
011-,i DAW-, BROWN SANDY LOAM rop ll_
IB11-4all FINE YELLOW BROUIN SANDY LOAM
4all-9611 GRAY, YELLOW BROWN, FINE SANDY LOAM WITH MOTTLIE
66"-06" COARSE YELLOW BROWN SANDY GRAVEL
Uo"-120" GRAY 4 BROWN SAND
LOT 14 -P A
CO MST DATA
TOTAL DEPTH 2&"
PRESOAK AT 03S
III - 13"
S:30 - 14"
13:40 1511
S:42 15-15"
S.-44 1&25"
S:56 la.15"
10:00 - 11325"
10:02 �.5"
10:04 11315"
10:06 20"
TEST HOLES RECORDED BY AMANDA AC14MATOLU 4 ROBERT RU580
ON NOVEMBER Icj, 2002
T14 015A
102" TOTAL DEPTH
&'-la" VERY DARK BROWN SANDY LOAM TO IL
16"-52" YELLOW BROWN SANDY LOAM WITH STONES
62"-102" GRAY BROWN MOTTLEDSANDY LOAM
NO BEDROCK
NO WATER
E72" MOTTLING
T" 01515
10ilb" TOTAL D5f*TP
9>11-1411 DARK BROW SANDY LOAM TOPSOIL
14"-4a" YELLOW 13ROI FINE SANDY LOAM WIT14 STONES
46"-60" GRAY, YELLOW 5ROW14 FINE SANDY LOAM WITH GRAVEL 4
MOTTLIEi
60"-10-3" YELLOW BROWN COARSE SAND GRAVEL
NO BEDROCK
LOT 15 -PERCOLATION- TEST DATA
TOTAL DEPTH 30"
f*R5SOAK AT 3:04 PM
S.36 14.15"
S:45 1& Il
S.50 16.15"
11.15"
10:15 Is"
10:20 113,16"
10:25 20"
10-30 20.15"
10.35 21.5"
10:40 21.15"
10:45 22" -
10-,50 2225"
10:55 22V
TIC SYSTEM DDE.SIGN LCAT15
PRIMARY SYSTEM -
PERCOLATION RATE. 20.1 TO 30 MINANCH
3 BEDROOM "OUSE
EFFECTIVE LEACHING AREA REOUIRED = 150 W
USIE A 1211 DEEP x 4W1 WIDIE TRENCH
EPPECTIVE LEACHING AREA OF TRENCH SF/Lr-
LENGTH Or- TRIENCH REaUIRED (1!�O SF)/(3 SPA -P) 250 Lt=
SLOPE = e0516'
DEPTH TO RESTRICTIVE LAYER 313"
Hr -,=20 F.F=1,5 P.F.=2.0 MLS$ REOUIRrED = 60 LF
USE POUR ROWS Or- 65' AT c3l O.C,
LEACHING AREA f=ROVIDED = 1,80 SP
f;ZEeERvE SYSTEM:
USE SAME DESIGN AS PRIMARY SYSTEM
106" WATER
NO BEDROCK 10,Oa 201t," 11:00 23"
10:10 20,15" 4611 MOLING
NO WATER TT11-.015 23-15" r u
4a" MOTTLING 10:12 - 211, 1410 - 23,5"
11:15 - 23.15"
TH 014C 10.-14 2125" 105" TOTAL DEPTH IS04
10:16 - 21_1�" 1620 - 24"
V-10" DAf;3< BROWN FINE SANDY LOAM TOPSOIL 11:25 - 24"
111" TOTAL DEPTH 10;16 - 21.15"
SANDY LOAM TOfWIL 10:20 - 22"
V-12" DARK BROWN FINE
10"-44" YELLOW BROWN SANDY LOAM WIT14 STONE
12"-44" YE 44"-1050' COAR612-: SAND WITH GRAVEL 4 STONES 30 MIN / 1-5 IN - 20 MIN/IN
=LLOW BIN FINIE SANDY LOAM WITH STONE
/ . t"
4411-8111 GRAY, GRAY BROWN SANDY LOAM 30 MIN / 425 IN I MIN/IN NO BEDROCK PERC. RATE 20.1-30 MIN/IN
IcSll'-111" COARSEE SAND 4 GRAVEL PERC. RAT5 I TO 10 MIN/IN NO WATER � _ \ / / �
NO BEDROCK 12" MOTTLIWG
105" WATER T14 015..Y , "�� r /
4411 MOTTLING `\ � \\ � /
SIB" TOTAL DrEPTH
0 -143" DARK eROUN SANDY LOAM TO IL,
TW #14D
YELLOW BROWN FINE SANDY LOAM WITH STONES
110" TOTAL DEPTH 3<311-S(311 GRAY, BROW YELLOW BROWN, SANDY LOAM WITH STONES
SANDY LOAM TOF>$OIL
V-10" DARK BROWN FINE , NOOC
IV -4V" Yr=LLOW BROWN SANDY LOAM WITH COBBLES NO BEDRWATER K x x
4V'-Ia" GRAY, YELLOW BR FINE SANDY LOAM WITH COBBLES 31V1 MOTTLING
COARSE YELLOW BROWN SAND
NO BEDROCK
NO WATER
49" MOTTLING x
x
6EP
TI6Y-M DE61C T 14 LIMIT OF C 6TI= IN LQ
x CON6RVATIC�N ( 1� a '''
EASEMENT
PRIMARY SYSTEM:
1 r ` \
PERCOLATION RATE: I TO 10 MINANCH 0.0
3 BEDROOM HOUSE
EF:FECTIVE LEACHING AREA REQUIRED 495,5F ur- ----
U6,B A 1211 DEEP x a48" WIDE TRENCH x 01
EI=FECTIVE LEACHING AREA OF TRENC14 = 3 6F/LF �'' r
LENGTH OF TRENCH REQUIRED = (4�S 6F)IIIIIIII 6r -4-f:) = 165 Lr-
ur-
SLOPE = 51151.2' A/ r
DEPTH TO RESTRICTIVF_ LAYER = 4411\ \\ \ \\ ,
145-1
HP,=24 F.P=1.6 F.R= 1.2 MI -65 REQUIRED 44 LF UP
G5
USE THREE RoUro of-- rooAT c3' O.C. \ \\ \ ,p
LEACHING AREA PROVIDED 540 cA-
15ALCK--
30 ` /_ _ ,\ \ \ \ � \\ \ � —\
RESERVE SYSTEM. 0452 ujp
04
USE SAME DESIGN AS PRIMARY SY5I
LUF
•-- ....-- / FOOT \ .,. \ \ t►.� _ \ ��� ..____
DRAIN \\� \s`\ \ \ \ -- _ __''\ \ P —__ \
.0
�_~ �' P® \ r �!'� \ \ ,, \ . \ ---' —__ —1"' _-- ._`'•`\ tui /
/ iLu:
\ \\ _ �.
LLIF
Iilr—/ — 5 N C r= 04161
UF
\ — � � t LOC TI � \ \ , ` '\.— . '. ---. �-- ..
. \
04
FAD
x
x
r
00'' \ \ x
Id
"A
1,000 GAL GAR 1. 3-. 4!1 14
UP
SE\� \ \ \
PTIC x 0448
21
IVE/ — -- ' ICAC j \ \ \ \ \ \\�— .�,,`
41
T5ACK
SIGHT LINES P
LOCAT p
1 ! \ WETf;N�
x
FITI
lop WELL
r -0
OTIN
/ �� \ DRAIN
RVQ
ST
�' �c` � \ \ `\ ` i
p Rai N
' \-P/ 1�'o
ti
3 DROOM
14091
? pl�
` \
.r
PRIMARY z I-, � � ila_\�l ==Klf—
SYSTEM
�, _ _ � � _ 1 ., r T,, , 1 i � i 2D1 MI
-� \301 SITE
1,000 SETBACK
\�\� v SEPTIC TANK
4'.0
lk
NON -WOVEN FILTER F45RIC
OVER STONE
6" SOIL COVER
`77
v
Q
SYSTEM
PRIMARY
SYSTEM
40 0 40 80
SCALE: 11IN401
FINISH
GRADE
1211
411 PVC FIF-WORATED PLASTIC
DISTRIBUTION FIFE (ASTM D 3033)
ONE INCH CLEAN BROKEN
STONE OR SCREENED GRAVEL
.A INVERT
MOTTLING
LINE
C)
0
FIND
m
FI -01E 0 f Vi , "A 19 1% 21 9 ; 9 11 lid
ON12 INCH CLEAN BROKEN
STONE OR 6CRIEP-NED GRAVEL
INVERT
ING
LINE
4^0 A 00 1 r-" A e%LAIKI Kill U --woo
i r iz Ls 35�TDACK
l` l \ `` \ /�jj/1/t UP
_ _ \ \ 35 a.3 541 4 x
o5al - . - -- - u,-
x
f: ib aT I N a-,�` t \
3 L IMIf OF
x
—,��CON$ERVATION) \
---SETBACK, DRAI
r= A� X N
61�T,�EN \ \ MENT
0154 x
341
12-r->PCVE �" r, / f \ \ ��• \ \ `r X45 %� • / ��\ 1 /
i f \ UP f \\ k-_
00�111
i I41�"5 \ \ t )
z
0515
R 11-A
U x
CSAR. t \ i , \ VA x 31390
oul rr7-
X 4
Fo\ \ ti . l — .•.
05
LOCATION, \
/LLJFI 15 WT
x
1 ' --"� "_ =-"'-._---" _-.- f- �;
� � \ � � \ � \ \ 1 ' � wr?i� ..+`3`l:`v `}-1.`Y.\, -1/'•ir '\ �--_N�� r '� `:-, �.�.r1 •---- ..-./L_ / , \ \ �i x
339\ UIF
x
/ \ / 33a.1
>
F
� �A_ /.�
� 1p. s
s v \ \
3aal
x
�1
PRIMA ,i4g
Y. 30' / \
414.5 ��TEM
6E-fBACK
\ `
0145
1,000 SAL. -----,FOXOTING
W /L AI)lD
�EPfI-! - 4 �. 1 \ .
C TANK /,ET. DRAIN, -' \ \ -"
KESE VE 3f0SYSTM / \ ! � � / `�- '` /r
5ETBA,K
SILT FENCE
\ / --
PfZIMARY
5Y5TEI`1
1,000 GAL,
S�PTIC TANK
t f ~` /
.............. . .... ...........
TEST HOLES RECORDED BY AMANDA ACPAMTOW 4 ROBERT FPIU5150 LOT 11 PERCOLATION TEST 12ATA
TOTAL DEPTH - 30"
P66615LE POOL
PROP05ED Lbc ION ON NOVEMBER la, 2002 PfRI26OAK AT 3:55 FM
:- bb
,z . r-, -, � I TP611A
\f -TI&
�E$ERVE
SYSTEM
40 4.1
x
/SET5ACK
Tr=5T HOLES RECORDED BY AMANDA ACWMATOW
LOT 16 PERCOLATION TEST DATA
4 ROBERT RU560 ON NOVEMBER 10, 20V2
TOTAL DEPTH - 34"
PRESOAK AT 10:45
IH
115" TOTAL DEPTH
11:21 - 14"
011-1311 VERY DARK BROWN SANDY LOAM
11:32 - 1115"
9"-41" YELLOW BROWN S LOAM
11:3 1 - IIBB"
41"-5I" YELLOW 15ROUN 5AND
11:42 - 2115"
GRAY BROWN, OLIVE, YELLOW $At -4D
11:41 - 2B25"
81l'-11511 GRAY, GRAY 15ROWN SAND WITH STONES
11:52 - 24,5"
NO BEDROCK
11:5-1 - 2&"
NO WATER
12:02 - 21"
a -l" MOTTLING
12:01 - 26"
12:12 - 29"
12:11 - 30"
Ila" TOTAL DEPTH
12:22 -'31"
011-1011 VERY DARK BROWN MNE SANDY LOAM TOPSOIL
10"-55" YELLOW BROWN GRAVEL some sfoNEs
20 MIN / 4 IN 5 MIN/IN
Da"-aV' YELLOW BROWN SAND wiTH sToNes
PERC, RATE I TO 10 MIN/IN
132"-116" GRAY BROWN $AND WITH STONES
NO BEDROCK
NO WATER
NO MOTTLING
ME1152 SYSTEM 2Ef21nN LOT I
PRIMARY SYSTEM:
10111 TOTAL DEPTH
PERCOLATION RATE: I TO 10 MINJINCW
011-1011 DARK BROWN FINE SANDY LOAM
3 BEDROOM HOUSE
10"-46" YELLOW BROWN SANDY LOAM
EFFECTIVE LEACH -IM AREA REQUIRED = 4135 5F
WITH STONES
USE A 12" DEEP x 45" WIDE TRENCH
Oro" -101" YELLOW BROWN COARSE SAND 4
EFFECTIVE LEACPIW3 AREA OF TRENCH a SF/LF
GRAVEL WITH ST ES
LENGTH OF TRENCH REQUIRED - LF
NO BEDROCK
DEPTH TO RESTRICTIVE LAYER - 51"
No WATER
RESTRICTIVE LAYER 15 GREATER THAN &0'
No MOTTLING
ML6S NOT REQUIRED
USE THREE ROWS OF 60' AT VO.C.
T
LEACHING AREA PROVIDED = 5405F
115" TOTAL DEPTH
011-611 DARK BROWN SANDY LOAM TOPSOIL
RESERVE SYSTEM-.
roll -11511 YELLCAU BROWN SAND 4 GRAVEL
SAME DESIGN AS PRIMARY SYSTEM
NO BEDROCKU5E
NO WATER
NO MOTTLING
102" TOTAL DEPTH
0" -Il" DARK BROWN SANDY LOAM
YELLOW BROWN $ANDY LOAM WIT14 6TONE5
30"-102" YELLOW BROWN SANDY LOAM WITH GRAVEL A 5TONEC2
NO BEDROCK
NO WATER
NO morrLING
iH-1-111M
113" TOTAL DEPTH
DARK BRC N SANDY LOAM TOPSOIL
9'-43" YELLOW BROWN SANDY LOAM
43"-&0" YELLOW BROWN 8 LOAM WITH COBBLES 4 STONES
SAND 4 GRAVEL
NO BEDROCK
NO WATER
NO MOTTLING
TW #1
99" TOTAL DEPT14
011 -all DARK BROWN FINE SANDY LOAM TOPSOIL
S" -2i" YELLOW 15ROWN SANDY LOAM WITH STONES
27-99" COAReE SAND 4 GRAVEL WITH STONES
NO BEDROCK
NO WATER
NO MOTTLING
TP 01
102" TOTAL DEPTH
0"-10" DARK BROWN FINE SANDY LOAM TOP801L
10"-34" YELLOW BROWN SAND I GRAVEL WITH STONES
NO BEDROCK
NO WATER
58" MOTTLING
TICSYSTF-M DESIGN LOT 11
PRIMARY SYSTEM:
PERCOLATION RATE: 20.1 TO 30 MINANCH
3 BEDROOM HOUSE
ELECTIVE LEACHING AREA REQUIRP-D = 160 SF
USE A 1211 Dl=-rzf= x 46" WIDE TRENCH
EFFECTIVE LEACHING A OF TRENCH = 3 SF/LF
LENGTH OF TRENCH REQUIRED 250 Lr -
SLOPE = 14916
DEPTH TO Rr=EiTRICTlvr= LAYER = 50"
HF -.=14 r-F,=I-r? Pr -.=2-0 ML$$ REaUIRED =42 LF
USE FOUR ROWS OF &Eio' AT 9' O.C.
LEACHING AREA PROVIDED = 1W W
fRE5rzR\/r= SYSTEM:
USE GAME DE51GN AS PRIMARY SYSTEM
40 0 40 eo
SCALEs Pm4&
'B:44 - 13.25"
10:04 - 15.5"
10:09 - 1925"
10:14 - 20"
10.-I9 - 2015"
10:24 - 21"
10:25 - 21-5"
10--34 21-r,"
10:39 w 21,1E0
10:44 2115"
10:50 22-25"
10:55 2215"
1400 23"
31 MIN I -S IN = 20 MIN/IN
PERc RATE = 20.1 TO 30 MIN/IN
r--)
0
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OC'N&A Engineers.. Inc.
CIVIL STRUCTURAL - SURVE4YING
77771-1
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NON -WOVEN FILTER FABRIC
(o" MOIL COVER OVER STONE
(MIN.)
4" PVC PERORATED PLASTIC
FINISH D15TR115UTION PIPE (A5TM D 3033)
GRADE
ONE INCH CLEAN BROKEN
2" STONE OR SCREENED GRAVEL
12" - INVERT
-khr",
48" WIDTH
MOTTLING
LINE
C
8" LEACHING TRENCHNOT TO SCALE
--y-,
uir-
�\
... - \
Zur- :
i 014 ~�
j ,{
,
011 `' ` --___ __.----- -" ..._--- •
Q
r
/ a
u.� / / •� ~` 1,000 GAL.
X18 � / \ � e `'• •� //
6E TIC TANK
A-*
� U18
PRIMARY /
$ySTt=_M �i // ,
5 CK
FENCE ,, % /
3...{ L �'`- ...BOO i TfN 11..- �~ ..''' / / % � .�•
DRAIN Z�0
POSSIBLE POOL r' 6ED ia'
LOCATION 1� L � � WEELL RAD1Lt
U
014
�L. RADIL* POS515LE POOL
SILT F NC / -e,® LOCATION
S
FOOTING DRAIN
LLF ws t �` ` rte, 2 1N. »
u ,BAR:' � �` �'��,0
12 OR1�r'E 6 /
X11
HOME i
CE
TL -AND
1,11c,> �'..
�.�' E SYSTEM ;
/ � M N, a ff 30 -,,. \ GAR. ;
S TRACK -
r
SF SF
Rw t
TF -5T Hol -E6 RECORDED BY AMANDA ACWAMTOW t ROBED' \ SETBACK.
RU5S0
1
ON NOVEMBER 19, 2002
IH -t I9A
13:44
109" TOTAL, DEPTH
0"-1" DARK BROUJN SANDY LOAM TOPSOIL
S
i"-23" YELLOW BROOM SANDY LOAM
,.
23"-109" YELLOW SAND GRAVEL A STONES
10:04
NO 5EDROCK
10 --os
os
NO WATER
NO MOTTLING
10:1'312:0,3.
T9 #{9S
0
91" TOTAL DEPTH
0
0"-4" DA BROWN SANDY LOAM TOP601L
,,
4"-14" YELLOW BROWN FI SANDY LOAM WITH STONES
0]1.15"
14"-91" YELLOW BROUJN SAND l GRAVEL WITH vTONEs
10:44
No BEDROCK
10:413
NO WATER
!0
NO MOTTLING
0,
$5'-6' BOULDERS WILL HAVE TO BE REMOVED
)1-.04 6
II:oS
10l" TOTAL DEPTH
1:04
0"-4" DASK BROWN $ANDY LOAM TOP601L
I
SEPTIC SYS, mM DEZI LOT 113
4"-35" YELLOW SROUN FINE SANDY LOAM WIT14 SILT
35"-50" YELLOW BROWN 6AND d GRAVEL WITH STONES
PRIMARY SYSTEM:
5>a"-107" QRAY, GRAY BROWN, YELLOW BR. ,,AND 4 GRAVEL.
PERCOLATION RATE: 1 TO 10 MINJINCH
WITH BOULDERS
3 BEDROOM HOUSE
NO BEDROCK
EFFECTIVE LEACHING AREA REQUIRED 495 SF
NO WATER
USE A 12" DEEP x 48" WIDE TRENCH
NO MOTTLING
EFFECTIVE LEACHING AREA OF TRENCH G 3 SF/L_F
LENGTH OF TRENCH REQUIRED (4958F)K3 SF/LF) - 1ro5 Lr-
FDEPTH
DEPTHTO RESTRICTIVE LAYER = 12"
114" TOTAL DEPTH
MLSS NOT REQUIRED
0"-12" DAA, BROW $ANDY LOAM TOPSOIL
USE THREE ROWS OF X00' AT 9' O.G.
12"-24" YELLOW BROUN SANDY LOAM
LEACHIN65 AREA PROVIDED a 540 SF
24"-114" YELLOW BROOM 6AND 4 GRAVEL. WITH $T Ev
NO BEDROCK
RESERVE SYSTEM:
NO WATER I
USE SAME DESIGN AS PRIMARY SYSTEM
NO MOTTLING
4.
A
-15,
5ETBACK
CD
TEST HOL 5 RECORDED BY AMANDA ACI-1MATOW 4 ROBERT 50
ON NOVEMBER l9, 2002
til. 2 t8A
116" TOTAL DEPTH
0"-3" DARK YELLOW BROWN SANDY LOAM TOPSOIL
3"-36" YELLOW BROWN SANDY LOAM
36"-14" YELLOW BROWN SAND WITH GRAVEL 4 STONES
14"w11ro" GREY BROWN SAND WIT14 GRAVEL 4 STONES
NO BEDROCK.
NO WATER
NO MOTTLING
TH 0188
102" TOTAL. DEPMrH
V-5" DARI< BROWN SANDY LOAM TOPSOIL.
5"-48" YELLOW BRCUWN SAND LOAM WITH STONES
48"-102" FINE SANDY LOAM WIT14 STONES
NO BEDROCK
NO WATER
NO MOTTLING
TN SC
10<3" TOTAL DEPTH
0"-4" DANK BROWN SANDY LOAM TOPSOIL
4"-109" YELLOW BROWN SAND WITH GRAVEL 4 STONES
NO BEDROCK
NO WATER
12" MOTTLING
TI`•1 0188D
W" TOTAL. DEPTH
0"-3" DARK BROWN SANDY LOAM TOFD801L
3" -lea" DARI< YELLOW eRowN SANDY LOAM WIT" STONES
Ir," -'B8" YELLOW BROWN SAND 4 GRAVEL WITH STONES
NO BEDROCK,
NO WATER
NO MOTTLING
PERCOLATION RATE: 24 MIN/INCH
SEPTIC SYSTEM DESIGN LOT 18
PRIMARY SYSTEM:
PERCOLATION RATE: 20 TO 30 MINJINC.1"•I
3 BEDROOM HOUSE
EFFECTIVE .LEACHING AREA REQUIRE1D `150 oip
USE A 12" DEEP x 4all WIDE TRENCH
EFFECTIVE LEACHING AREA OF TRENCH 3 SF/LF
LENGTH OF TRENCH REQUIRED ( 150 )/C36F/LF) - 250 LF
DEPTH TO RfEE6TRICTIVE LAYER 1211
RESTRICTIVE LAYER GREATER THAN r,0"
ML55 NOT REQUIRED
U$E THREE ROWS OF 85' AT 9' O.C.
LEACHING AREA PROVIDED - lro5 SF
RESERVE SYSTEM:
USE SAME DESIGN A$ PRIMARY SYSTEM
TOTAL DEPTH -
1
PRESOAK AT S.-05
13:44
r,
S
r,► .511
,.
0
10:04
fr
10 --os
os
10:1'312:0,3.
0
0
,,
0]1.15"
,
10:44
10:413
!0
,
0,
,
)1-.04 6
II:oS
1:04
lhli�
I. -O 3
30 MIN / 1.25 IN = 24 MIN/IN
PERC RATE = 20.1 TO 30 MIN/IN
0
440
435
43&
434
•432
430
425
42ro
424
422
420
415
41&
-414
412
410
40&
40&
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CIVIL STRUCTURAL - URVF N
31+7 Mara Street Norwich,
C1'' 06360
Na.
DATE REVISION
(860) 886-1966 Fax (860)
$86-9165
Project No.
VENUTI ENT
CL -02-2831
Prof. Engineer
DEERRIDGE
zSUBDINKE"HON
&M.B
Date:
M (D N T VIN I L L E
C'ONNE (3TICUT
DEC 2002
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CLA Engineers, Inc.'
CIVIL STRUCTURAL - URVF N
31+7 Mara Street Norwich,
C1'' 06360
Na.
DATE REVISION
(860) 886-1966 Fax (860)
$86-9165
Project No.
VENUTI ENT
CL -02-2831
Prof. Engineer
DEERRIDGE
zSUBDINKE"HON
&M.B
Date:
M (D N T VIN I L L E
C'ONNE (3TICUT
DEC 2002
f
sheet No.
PLAN
& PROFILE
<�k
3/4' CRUSF-
EXTENDED
FILTER FABRIC ALONG
TRENCH WALLS TDP & BOTTOM
PAVEMENT SECTION
I
UNDER DRAIN DETAIL
NOT TO SCALE
BER BRAINS ARE TO BE INSTALLED
WHERE REQUIRED BY THE TOWN ENGINEER
POST BOLT SLOTS
3/4''x2-1/2" TO 3-1/2'
6*--3'c,c. (TYP.)-� I
cdT.C
TYPICAL RAIL ELEMENT AT THE OPTION OF
THE CONTRACTOR
CLASS A (12 GA.)
3/4'"x1-1/4" LG, WITH HEX
HEAD & NUT BRACKET BOLT SPLICE BOLT
(2 REQUIRED PER BRACKET) 8 PER JOINT
12 i/2" LAP
ASHER
WASHER
ER POST)
END FRONT
SYMMETRICAL ABOUT
CENTER LINE FOR MEDIAN
BARRIER INSTALLATION
INSTRLLATION TO BE IN ACCORDANCE
WITH THE REQUIREMENTS OF CT, D.D.T.
STEEL TO BE ASTM A588 — WEATHERING 'STEEL
WEATHERING METAL BEAM RAIL
NOT TO SCALE
W
z
w
ROADWAY SURFACE �
1\'
LIP
I BASE &SUBBASE
BIT, CURB (BEYOND)
DRIVEWAY
20 COMPACTED
BITUMINOUS
CONCRETE
4" COMPACTED PROCESSED
GRAVEL BASE
INSTALL 4" LOAM, SEED & MULCH
SNOW SHELF, SLOPES, & ALL
DISTURBED AREAS
c n i r -%T r 1 1-r ►-1 r-- t i n♦ i
12' MIN.. ................. � 4' PROCESSED
GRAVEL BASE —
3° BIT. CONC,
1\' SURFACE CURSE GRADE 'C' D,O,T. SPECS
1\' BINDER CURSE 12' GRAVEL SUBBASE
GRADE 'A' CT. D,O.T, SPECS
PROPOSED STREET CROSS-SECTION
NOT TO SCALE
� IF LESS THAN 12', ROCK LEDGE MUST BE
REMOVED &BACKFILLED WITH CRUSHED
STONE OR GRAVEL.
SHnm DFR np PA1\./p-mp-N-r 1a0 �v
PAVEMENT & CURBING
NOT TO SCALE
No. Dade
NOT TO SCALE
CLA Engineers, Inc.
CIVIC - STIRUCTURAL - SURVEYING
2" 1/4" 4 1/4"12"
OWES" Emma=
317 Main Street Norwich, Connecticut
(860) 886-1966 Fax (860)
886--�-9165
Revision
e- mail: CLA.eng:t•s@�aol.eom
J
Projet;to,
LL
L
EXISTING GRADE
�.
Q.M.B.
Date:
aI
M UNT'VILLE, LJm;-T
DECIEMBER 2002
Sheet Na.
W
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P
S)
ASHER
WASHER
ER POST)
END FRONT
SYMMETRICAL ABOUT
CENTER LINE FOR MEDIAN
BARRIER INSTALLATION
INSTRLLATION TO BE IN ACCORDANCE
WITH THE REQUIREMENTS OF CT, D.D.T.
STEEL TO BE ASTM A588 — WEATHERING 'STEEL
WEATHERING METAL BEAM RAIL
NOT TO SCALE
W
z
w
ROADWAY SURFACE �
1\'
LIP
I BASE &SUBBASE
BIT, CURB (BEYOND)
DRIVEWAY
20 COMPACTED
BITUMINOUS
CONCRETE
4" COMPACTED PROCESSED
GRAVEL BASE
INSTALL 4" LOAM, SEED & MULCH
SNOW SHELF, SLOPES, & ALL
DISTURBED AREAS
c n i r -%T r 1 1-r ►-1 r-- t i n♦ i
12' MIN.. ................. � 4' PROCESSED
GRAVEL BASE —
3° BIT. CONC,
1\' SURFACE CURSE GRADE 'C' D,O,T. SPECS
1\' BINDER CURSE 12' GRAVEL SUBBASE
GRADE 'A' CT. D,O.T, SPECS
PROPOSED STREET CROSS-SECTION
NOT TO SCALE
� IF LESS THAN 12', ROCK LEDGE MUST BE
REMOVED &BACKFILLED WITH CRUSHED
STONE OR GRAVEL.
SHnm DFR np PA1\./p-mp-N-r 1a0 �v
PAVEMENT & CURBING
NOT TO SCALE
No. Dade
NOT TO SCALE
CLA Engineers, Inc.
CIVIC - STIRUCTURAL - SURVEYING
OWES" Emma=
317 Main Street Norwich, Connecticut
(860) 886-1966 Fax (860)
886--�-9165
Revision
e- mail: CLA.eng:t•s@�aol.eom
ONS' VEBN
Projet;to,
LL
Prof. Engineer
DUTI VI y I S 10" N
V
T&D
UloftL
Q.M.B.
Date:
aI
M UNT'VILLE, LJm;-T
DECIEMBER 2002
Sheet Na.
Details
F*4
3 5/8jr
m
PRECAST CONC.
MASONRY UNITS
OR PRECAST RISERS 2 13/1i
__.._ �.. / 7 13/16'
POURED CONCOR
PRECAST SUMP
3/_0'r 84
--i
4/-4#
FRONT ELEVATION SIDE ELEVATION
rmm
TYPt: "C" CAT(01011 BASIN DETAIL
TRENCH WIDT
COMPACTED SUITABLE--,,,,.
NATIVE MATERIAL OR
GRAVEL FILL
D=INSIDE
DIAMETER
OF PIPE
COMPACTED GRAVEL FILL—
CONFORMING TO ARTICAL
M,02.01
6' MINIMUM
OVER EARTH
61
NOT TO SCALE
EXISTING GRADE
OR ROADWAY SECTION
X
TRENCH EXCAVATION
PAY LIMITS
PIPE
CULVERT
MAXIMUM
ft
%D
4%
'�D
%
WIDTH
12'
3'-0' (MIN.)
co
31-3#
#
(D
10, C)
L
TOP OF FRAME 2
44 BARS 4'-0'v L.G,
:x
CROSS SLOPE AS
CATCH BASIN CURBING TO
PER CROSS SECTION
MATCH CURBING ON ROADWAY
/80
-2 13/16
11 1/CE_ 3 13/1
PRECAST CONC. UNIT
(D.0,T. STANDARD)
12'
2'-2 3/8'
,3
PRECAST CONC.
MASONRY UNITS
OR PRECAST RISERS 2 13/1i
__.._ �.. / 7 13/16'
POURED CONCOR
PRECAST SUMP
3/_0'r 84
--i
4/-4#
FRONT ELEVATION SIDE ELEVATION
rmm
TYPt: "C" CAT(01011 BASIN DETAIL
TRENCH WIDT
COMPACTED SUITABLE--,,,,.
NATIVE MATERIAL OR
GRAVEL FILL
D=INSIDE
DIAMETER
OF PIPE
COMPACTED GRAVEL FILL—
CONFORMING TO ARTICAL
M,02.01
6' MINIMUM
OVER EARTH
61
NOT TO SCALE
EXISTING GRADE
OR ROADWAY SECTION
X
TRENCH EXCAVATION
PAY LIMITS
PIPE
CULVERT
MAXIMUM
DIAMETER
TRENCH
WIDTH
12'
3'-0' (MIN.)
15'
31-3#
#
12' 'q _u
DRAINAGE PIPE
3/
(00
INTERMEDIATE RIPRAP
24' THICK
PERVIOUS
FILTER FABRIC
On
6h 1 Deo�
0
S UBGR ADE 2/ VARIES 2'
SECTION
0 f:
INSTRAINkINA
PROPOSED GRADE GRADE TO PROVIDE
SMOOTH TRANSITION
TO NATURAL GRADE
14N
N
v -
\���1�%,�/l:`� j\� ��� GRASS LINED
DRAINAGE SWALE ` / �%/%�//��/
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N X
A
GUTTER + _ �. r , �$- -�' y�. - �� . '.°y - �$. - " �' - �+ ' s.� : -�__._...
LINE -A
-.4
A
10' OF C-4
MODIFIED
-A A RIPRAP
B
7"-10 1/2-v 's
PL N
STREAM BED
NOTE,- WHEN CATCH BASIN IS SET IN CINCRETE PAVEMENT THE 1/2# SLOPE ON THE
TOP SURFACE SHALL BE CHANGED TO MATCH ADJOINING PAVEMENT
PRECAST CONCRETE BOX ULVERT
NOT TO SCALE
ALTERNATE CONSTRUCTION WITH FULL CURB BACK
TO BE USED AT LOCTIONS ADJACENT TO EXISTING
OR PROPOSED CURB
3'-1 3/41 3'—1 3/4-1 #4 BARS 7—O,'f LONG
7 1/ 20
21
i`
--,--DETAILS OF CURB
x CLASS *A0 CONCRETE INLET SHOWN ABOVE
POURED N PLACE OR
PRECAST CONCRETE UNIT _7
FIT PIPE CONTOUR NOTEi.
SEE DETAIL "A"
INSTALL PERFORATED PIPE W/HOLES -10' LONG C3
UP AND INSTALL 12' WIDTH O 2 #4 BARS B"
F 3/4' FArH10 1/D2
0 12" MINIMUM ST N L SID S F THE P F, 2'
Y\' OVER ROCK PIPE ENEVELOPE STONE IN FILTER
00 FABRIC 4
" \\/ /' \. y X /' \ //
Al/ A
D+2 FT, N
FILTER FABRIC
2' GRAVEL FILL WHEN
UNSUITABLE MATERIAL
ENCOUNTERED
TYRTRENCH DETAIL
FILTER FABRIC UNDER C.B. GRATE
NOT TO SCALE
CLA
NOT TO SCALE
PERVIOUS BACKFILL ABOVE w
THIS ELEVATION MAX. DEPTH pq
3'-0' BELOW THE TOP OF
THE STRUCTURE cY
>
CD
2L 3 1/2x2 1/2'x1/2
1/ 1/40
6'-6 1/2'
S4x95
DETAIL 'A" 71-10 1/2,
TYPE "C' CATCH BASIN DOUBLE GRATE -TYPE 2
DOUBLE CATCH BASIN - TYPE T",
NOT TO SCALE
VARIES 5" MIN,
EXISTING GRADE
0,57.
INSTALL
FILTER FABRIC
3i1 SLOPE (TYP,)
INSTALL RIPRAP SPLASH PAD
SEE SPECIFIC OUTLET FOR
SIZE OF SPLASH PAD INSTALL
FILTER FABRIC
6' OF V WASHED STQNE
ABOVE AND BELOW Plf�E
6' SOLID HDPE
UNDERDRAINi (ADS N-12)
61 PERFORATED HDPE MIN, SLOPE=057-
(ASU N-12) SEDIMENTATION BASIN
TRENCH WIDTH=3' NOT TO SCALE
0
5/
""'RAO'S LINED mlwj""hm*aAINAu""E SW AALE
PRECAST CONCRETE
BOX CULVERT
0
z
w ED u
uuw
u
z
ry 0
W k—i
01—
� U
X I' X 4'
GRADE STAKE
SILT FENCE
FILTER CLOTH HAY BALE, 2 STAKES
REQUIRED EACH BALE
FLOW
7T UNDISTURBED SOIL
00
EMBED FILTER CLOTH %
10
S' MIN, INTO GROUND
GRADE STAKES TWO
in, i EACH BALE (TYP,)
z
w0
<
pq w
V)
CONSTRUCTION NOTESi
PROPOSED GRADE 1. SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE STAKE
WITH STAPLES, 60 ON CENTER.
2, WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY SHALL
LEVEL SPREADER OVERLAP BY 6' AND BE FOLDED, No. Date
LINE WITH 1' OF INTERMEDIATE
RIPRAP UNTIL PROPOSED GRADE 3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE
MEETS EXISTING GRADE ADJACENT BALES.
OUTLET TO _HAY- BALE/SILT FENCE
GRADE
EROSION PROTECTION
NOT TO SCALE
NOT TO SCALE
NOTEt STEEL REINFORCED COPOLYMER
POLYPROPYLENE PLASTIC STEP
CONFORMS TO LATEST ASTM C478
2414
CAST IRON FRAME AND
COVER BY OTHERS
ADJUST TO GRADE
AS REQUIRED
5"
.GENE[?,6L.._N[jTESl
1. REINFORCED STEEL, CONFORMS
TO LATESTS ASTM A185 SPEC
0,15 SQ.lN, (BOTH WAYS)
BASE BOTTOM
2, REINFORCED STEEL CONFORMS
TO LATEST ASTM A185 SPEC,
0,12 SQ.IN./LINEAL FT
3, CONCRETE COMPRESSIVE
STRENGTH — 4000 PSI
MINIMUM
4. MANHOLE DESIGN
SPECIFICATIONS CONFORM TO
LATEST ASTM C478 SPEC.
rn "PRECAST REINFORCED
CONCRETE MANHOLE SECTIONS
01
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