HomeMy WebLinkAboutPlan_,EGTICUT SALE: = 1 AI_�,.: �CESARE BENTLEY
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TE � ...,, .�_: c� NEERS INC. SHEET --- COMMON BACKFILL .� �.' m_;
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Z.H. GALLERY
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71
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100 T.H.#103
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0 4 topsoil 0 6 topsoil SEPTIC TANK STONE, EACH SIDE -
4" - 36,E e sil y subsoil 6" - 40" orax 'tan silty subsoil
MIN
1.25 0 GAL,
36 - S� �t gray compact sandy/silt with stone 4b- 77 gray sand & sto �� silt F.L., 261,75 , z
no Iwd no water no max water no ledge, no water, no max water F.L. OUT 261,5GALLERY
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50',/OF ,
PVC SCH 401 OR _ --
AI PROVEC EQUAL SLOPE €
T.H. # 101 (PERC" 2.5 MINAN.) T.H. #1 4 w� " 6 WIDE TRENCH
0" — 61
t topsoil 001 691 W it
Sl i F MIN 1 4 PER FT.
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6" - 24" orange silty subsoil 6" - 36" orange silty subsoil ` D -- B O 181' MIN. TO MAX WATER
24" - 36" rued f ne sand & gravel firm 36" - 40" olive gray slightly silted layer F.F. IN = 2 58. � - s 48" MIN, TO LEDGE
36" - 88"linelvery fine silty sand wlston►e compact 40" - 91frmlcompact gray sandy silts some fine sand & large rock F.L. OUT -- 259.9
no ledge, no water, mottled @ 36-40" no hedge, no water, max water
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•r.H. #102 (P RC 5 MINAN.
0" 6°+ topsoil,
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4 .
i5 27 orange siltysubsoil '�', ', `, •. :� � , :._:? ,�„ ,��' ,4 xM3 � " A 'ON'"" ETE
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27" - 41" moist silt layer`H I N G`
41 °' - 0" li com Yt Sandy/ sil i stone L A A L
y y ' E R Y
possible ledge fez g r..
t d +'' water, m�L1.tt $ Ifvtlq 41
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SANITARY
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Or 1, BAST F SANITARY I = 4 . �R O HOUSE .
e p. ; . S S DESIGN BEDROOM (l i. WITH rJ-- 0 MIN. /IN, PERC. RATS
a a 4 i a
USE I ALLCRIES AND TRENCH AS 'SHO
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TOTAL LEACHING AREA. REQUIRED = 660 S.F.
TOTAL LEACHING AREA PROVIDED: 112 OF 12 A
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3. SOL [ P P NG I3L EN SEPTIC TANK Alda TRENCHES TO BE D3034 SUIS 3 IVC..
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REMOVE ANY UNSUITABLE MATERIAL WITHIN SEPTI
Oa SYSTEM AND REPLACE WITH
MIR! CUT 263.0 "SELECT FILL MATERIAL” THE FILL SHALL MEET THE FOLLO NG REQUIREMENTS
•., �:F ,� , � � ROI�SED
' UNLESS OTHERWISE APPROVED BY THE DESIGN PROFESSIONAL ENGINEER FOR USE
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# � � ` CRF US
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,.. _ WITHIN THE LEACHING AREA.
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A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER TI -EN THREE 3 INCHES.
B. UP T0) 45% OF THE DRY,NIIGHT QF THE REPRE SENTATI SAMPLE MAY BE
, t I RETAINED ON THE
„
IS THE GRAVEL PORTION ION F THE AM
q u H q
S 1SIEVE THIS H
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C. THE MATERIAL THAT PASSES THE 4 SIEVE IS THEN RE I+GHED ANIS iI~ttE SIEVE
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ANALYSIS
� 7�""�°.,� ��` -m'#. ,� t� STARTED.
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I J, D. THE RF WINO SAMPLE SHALL MEET THE FOLLC►V'ING GR DATION CRITE`P'11A.
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�PERCENT PASSIM
4 100
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i #100 0!�► 20i'
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? aIt', id THE PERCENT 'PA'SSING THE #40 SIEVE CAN BE INCREASED0 NO GREATER THAN
c t I 4 `, �; '�. q '' ! 75 IF TH_. PERCEN PASSING THE #100 SIEVE DOES NOT XCEED 101% ARID THE,
LIMITS OF CLEARING -- I
#200 S E F DOES NOT EXCEED 5%,
BENCH MARK
SPIKE IN 7 SIDE
o FOUNDATION DRAIN WITHIN 25' OFSEPTIC SHALL ASTM D3034 S
DR—
AST
\ 3.
SNET 224FOUNDATION DRAIN WITHIN 50 DOWN GRADIENT • OF SEPTIC
ELEV. = 221.63 (NGVD
SYSTEM SHALL BE ASTM
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Ca- D3034 SDR -35,
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6. SEP11C IAhli'<J GREATER TI'"I'AN 12BBELOWFFINISHGGRADE SHALL HAVE Mr�I�I'"I�`+I~%..S
�'""
t ' . EXTENDED TO WITHIN 12"OF FINISH GRADE. SEPTIC TANK
S 4UST
CONTORM TO ASTM
- +� E� ! I
., C-1227 AND THE NEW CONNECTICUT PUBLIC HEALTH CODE REVISED JANUARY 1,
; ' 2000.
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PROPOSES 'SPOT E
OLITJ�S TO f` W !SHARED UTILhY FAULTS
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TREE LINE,t'° LSM T EA I N .,
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FINISH FIRST FLOOR
`iti F F F'INISI
THESE PLANS ARE THE SOLE
PROPERTY OF J, ROBERT PFAN ER
ASSOCIATES P.C. AND HAVE
BEEN PREPARED SOLELY FOR THIS
OWNER ON THIS SITE. AlWY
REPRODUCTION OF THESE PLANS
wiTHcisT i} I` TEN PERMISSION
ROBERTFROM J. PF
AS 00ATE'S P.C. MAY BE AN
INFRINGEMENT OF THE FEDERAL
COPYRIM-17' ACT,
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RA N101 STREET NIANTI , CONE TI JT 06357CAV
NO. DATE
DESCR'I'P 77ON
I Sty
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GARAGE FL
OR
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Flet Plan
Prepared for
Evan
C-arpenterRoods
ort JCM GIV f
LVtJK.
.F.
FINISH
GARAGE FL
OR
,r! 7, �.....
L t.
Flet Plan
Prepared for
Evan
C-arpenterRoods