HomeMy WebLinkAboutEngineered Plan - 2017.. .. . , ..
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_ _ _ _ _ .._ _ _ _- _�_�__� � ___ ._.__-_.___._ _ -__ _ __-- _- _ ___ _ _ _ __ ..
- --".- - - ---- .. _ . . . .
. . . _. ______ _ _ _ __ ___-. ---.--.-___.._____�-. .
. .. :__.-.--------------------------- W _- _ __----_. _. ------ .
TOP OF FOUNDA - --- _.____---__ ._ _ __-_ _.
. TION o r. _'___ .. - .
4 SCHEDULE 40 PVC MIN. SLOPE 1 /o " H �'' ___ - -
FINISHED GRAD _ F:. - «w
PROVIDE EXTENSION RISER FINISH GRADE OVER D -BOX= 19.7 ±
E OVER CHAMBERS 19.5 ± 20.5 ± g ::- � I �� � �- � e
ELEv.= 2.1.6 ± f :..:4.1 - .L � T E
WITH COVER OVER INLET & PE �° 20/ .
SLO
oMN
OUTLET TO WITHIN 6" OF F.G. REMOVABLE WATER -TIGHT COVER OVER ,
1 INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
. I ' f, ACCESS BOX TO WITHIN 6" OF METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
r RISER TO WITHIN 6 OF FINISHED GRADE F.G.. ON
FIN = ' FINISH GRADE OVER TANK EL.= 20. + { E PER OUTER ROW) CODE AND ANY APPLICABLE LOCAL RULES. -
ISH GRADE @FND. EL. 20.5 ± 0 - I
5" DIA. OUTLETS) --_--_ ....__..._____.-.__.._________._.____..____.______._____._.�_-_-_�.____.__,___.___...__.�_w _____ -._�_ ._...-_._-_
- - -- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE .
_. __._____ _ __.__.__.n-_____...��_ -_._
i
! DESIGN ENGINEER.
II ": 24" MlN. ACCESS MANHOLE i ;
(TYPICAL FOR 2 3 SCHEDUL 4
. 9" MIN. _ . 4" E 0 PVC PIPE W TH WATER TIGHT JOINTS SHALL 8E USED IN DISPOSAL
j ) EL.=18.96' - i g„ MIN. t. i i
-" PROPOSED
36" MAX. t' 36 MAX: TOP Or SAS / B4O. 17.99 SYSTEM UNLESS OTHER'JVISE NOTED.
1, ,
4" SCH 40 PVC _ _ i
- - - .... 4 TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
-` _ 6" 3" 2" DROP MIN. 3„ g„ L - 12'± ELEVATION = 17.99' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A <
3" DROP MAX. - I -
. ,i - - - - - - - - - _ _ _ _ - _ _ _ _ _ PROVIDE WATERTIGHT ! 40 MIL GEOMEMBRANE LINERS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
13" 4" PVC IN FROM ,.�-JOINTS (TYP.) 1.08' �/�(�/ I „ i THE LINER 1S NOT LESS THAN THE BREAKOUT ELEVATION.
(TYP.), '� 13
SEPTIC TANK 4" PVC OUT TO 0.59' - , 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
' 14" 18.05' 7.13" (TYP) - ,
LEACHING FACILITY
r-
18.30 j „ „ i J 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
. .
�.5 6.91 8l r� 2.875' (34.5")
j AL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
OtJT1:ETiE1±7•87� MIN• 17,70 FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
' 40" LIQUID DEPTH ' S.0 ( )
I TEES TO BE LINED ,! ( TYP. ,
.i UP UNDER COVERS 1- GAS BAFFLE- I .. ! I NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH ,
I . 1 6„ CRUSHED STONE (TYP,) -
12.9' to FND. 8.6' ' AND DESIGN ENGINEER. i
! I OVER MECHANICALLY ii
. �, 1. COMPACTED BASE 35.0' S.Q' MIN. REQ'D 8, ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 20.00'
I 5 I ESTABLISHED ON A NAIL IN A FENCE POST AS SHOWN ON PLAN.
OUTLET DISTRIBUTION BOX i
. TO BE INSTALLED ON A LEVEL STABLE I GROUND WATER ELEV.= 7.00, s _ :r. y 9• CONTRACTOR SHALL VERIFY ALL UTIL
i C I"►: �ir�7 i :...'i S END °ti fi t. b/,� !. ! ITY LOCATIONS PRIOR TO CONSTRUCTION
tt
BASE. FIRST iW0 FEET OF OUTLET I _ t THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ONSITE AT
. PROPOSED 1,500 GALLON PLASTIC S PTIC TANK 6 CRUSHED STONE PIPES TO BE LAID LEVEL. CH�wMB., �ROt- 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
�� �� }7 OVER MECHANICALLY
TO THE DESIGN ENGINEER. !
. .
r LENGTH 177 WIDTH �� DEPTHS
I +�.: ; r.,7a • ! . , _.' > ,_, �;; , ,_: •.; } , ,.. COMPACTED BASE - "
:, , . , ,:�. _ b CROSS SECTION VIEW I
- f i:. i_. C:.,J:%..j Iio, ,M1 i`..; 7""• M, a i .<. .ww..e, zz r:- - - -
..._ i\. ) �.� ii •ti 7 . .,.. .• - "�. ' i. �_ u is 6 $ .. '!. -Y• i,:.a, & $ f,�n: G I ! ., •c 'l� a .. - Y, F : wnv anC. a
4F 10 ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL 8E MADE WATERTlGH
1
" ' r ` '' '"+'' ' ' `� ' " I NOT TO SCALE I n L :.,. ( �.� I 1. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
I NOT TO SCALE NOT TO SCA I
---- .-____--___ ._-..____-._---._._-__-_-.--.----.__._.-..-___._-..________ __ LE REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
_.,_.._,....-----...�_ ______.____�_ _ _,_-.._-_. _.__--._._: _------.__...._..�___ __..__ ._ ______._,____.:_.- __..w_ ____..___-___..-_.______,:.,____..__._-..__..______.._____ __-.__._:__.,___-.-_-.--
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NOTES. !
i :- _ _-___...._ __ APPROPRIATE AUTHORITY. .
!:. /\
-- --,-7 - ,,-r-
g , � -- - is I-
. r <': ... ,. 7. _ �. (...w ( -, ,;� 12. AL EP
. 1% � . �: -r Y_^� I L S TIC SYSTEM COMPONENTS SHALL WITHSTAND H 10 LOADING UNLESS
. .
.. 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE
' _ N Am VonHone R.S
4'.. 0� s 1 -� I SPECTOR: _ Y
.... �'' .. .. .. .--`` - r� �= - ------lam .:I _v Ii 1 �-''� : i l
. _ ._ p r. _ _ PAVEMENT D ER M RE�HAN 3 F
TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. y t _r.: -• 1- I , I R VES OR
t i I .: :' LED YS IN HCA
EET OF COVER OR LOCATED UNDER
. I -
s t 4�,.-- JL � EVALUATOR: Michael Piinentel, E.I.T. W THSTAND H 20 LOADING.
-- I
WA WHIC SE THEY SHALL
I P a 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE - .: t : t,-- Oct. 1999 .
("
O ) , , �., t .. _ -- i `' APPROVAL DATE: 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DU T AND
Fl
y" LOCATION OF THE PROPOSED LEA
I I CH NG SYSTEM TO ENSURE r,.., c,
^� r CSE S NES
,. /� . �. - _ �'' 1 ` ! _ Au ust 30th 201
/ t ____ �.. DATE: 9 7
. 1l CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. L > -� 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
.
i MATERIAL 1N AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY
G � o� REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS �.,w E \ �'/ . , . �_ -- , . , TEST P!T #: 1
P �'
i. �. ,
i R
'£ i, _ EPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE
Q ARE NOT CONSISTENT WITH TEST PIT DATA. , i ; 1 l 1 � __.. t �_ - +C � 1 � SAND FREE FROM CLAY,
� 'I 7 • ELEV TOP 19.50
,�, I , . `, J� )� \ �-; FINrS OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
. - 3.) ENTIRE LOCUS PROPERTY !S NOT LOCATED WITHIN A DEP (ry ` I -,I ELEV WATER = < 7A0 I 15. CONTRACTOR Y D
L
:r ° SHALL NOTIF ES1GN ENGINEER OF ANY DtSCREPANC{ES FOUND IN -
.. . � .. - APPROVED ZONE 2. j : I ""� � .-
OC S
. \ .. �::. SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
i
.. ... i # , Jr PERC RATE = < 2 min./inch
s �:� 1 . I
{ :.
1 \, f E R J PROPOSED PROJECT IS.LOCATED WITHIN:
( ; : `� I L f' 1 ! J DEPTH OF PE �8 -26 .
,4, ��^� ..
. i `�'`'"'' \� h I `, f,^� : �;," ! c:_ * S, , I I ASSESSORS MAP 58 LOT 312 .
JJ
I - x�r . ! 1 . �... \ f -i r. , ,... I TEXTURAL CLASS: I 1 NER OF RECORD: A THUR &THERESA M. DAPPOLONIO
i` ] Yb.
Y ,�°' RO,� DRESS.
z -
AD 396 WINSLOW GRAY ROAD
j �' , N1 ; . I - N I , . ��, �� .- � 0 , 19.50 i WEST YARMOUTH MA 02673
.! _ -
n_ Y' 6 p0 i . eU Fill .
i - ` �'" 1 .2 C�� `3 II �, -., t .. i FEMA FLOOD ZONE
. c� es \. . . c ,.' ,` : �.'`<.: L :: N`.. 4 19.17 1 X
F
% .
-` j �%
' - �. J .. y 25001 C0587J
y�, Loam Sand COMMUNITY PANEL #
�. e A
i 1" I"" � \ `: f� ° 10Yr 3/1
.* ,,.,
i / ' {{ .� \ �f ~ ,,i 8„ 18.83' 117. DEED REFERENCE: .BOOK 2513, PAGE 48
r \ .. /' .
u >.
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. ..p" 7 �/� �, 7.f. i L. itit�.._r ,t'1! : ., �....: , is q .
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;� �.. �..: i? I PLAN REFERENCE: PL. BK. 279, PG. 85
... r I 1a ( r'"1 r: 26" 1
MAP 58 7 33' 1
. I q/:: I
Rs LOT 311 Q-/ , -<r .:a amy Sand ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
i-- ' ;f - 1
'�� Lo 19.
- . 2Q, .. . .' . . o a - i
:,, _ I a r, d ::j , ` �I ;I 20• PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BEUSED ONLY
jj
6
I
EiA�Stld I \ °�. �` 'I ; 5 , //�' \ <; % : j „ FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
t . -f; . - : r �,- I 48 15.50
o FOR USES OF THIS PLAN OTHER THAN ITS lNTENI�ED PURPOSE.
f e N \ 4,. �, .- e
I .
. I• i I.
_. .
`�
Q.. „
\ �l
I \ ': P 21. A 4 PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A ,
,__ j .�,, . \ t.. , . / . e , I
< - � _ ;� a t,. C'3a '� i i . � I DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A
�� /i . 7_ ,., i. _ REMOVABLETHR P
I . - 1,",.. / - ,, Medium Fine Sand EADED CA SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
MAP 58 \ _
. �`� LOT 312 ' ;� / / I �, � .�� F,, / - , 2.5Y 6/6 I
( ,.. \ 10,791 S.F. f j / i OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
.
r .
, C ,! .� j REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
.: �� .
I
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. / i� . :
,
I LOCUS PLAN
' � / I 23. tN ACCORDANCE WITH 310 CMR 15.401 -15.405 THE F Wf
-;
OLLO NG LOCAL UPGRADE
E / / SCALE: 1, = 1 150" 7.00, APPROVAL IS REQUESTED FROM 310 CMR 15.211:
� �/ 000 .
\ �.
. - _� I I (1.) A 4.9' WAIVER (20.0' - 15.1') FOR THE SETBACK FROM THE SAS TO THE HOUSE.
l 1-�`�\ I/ ,' No Mottling, Standing or Weeping Observed
I � _ .. .
- . 1. r __ _._,.----_-_.__ __ _- _- _ .,.__ I . .
, .� . 14. -- - -__-.---._- __
. . . .. .
. . . - L •T . . . �: - .
I " ;',
.. , I I
. . . . . ..
. - �. ;7ti .
I , - / i i .
. 5
�,4^ 0x0 EXISTING SPOT GRADE
gip;' .,`
\�. /
-3� 6 , 1r ,, : I NUMBER OF BEDROOMS (EXIST.) 2
�n j l i
EAXIS T ING A / , . . - - - - - - EXISTING CONTOUR .
. , I NUMBER OF BEDROOMS (DESIGN) - 3 (MIN. PER TITLE 5) .
_ ..
50
_ / u a d .
/ _ 2-BEDrG01��1 /
.5,..~L.�'e�I?IC 11. L_ : v`i - ' c ' " .. _ ' 1 . _ .
. MAP 58 c0 ' / - d e , . DESIGN FLOW GAUDAY/BEDROOM 50 PROPOSED SPOT GRADE
. . . .. D11 ELLING . .
t�
LOT 313 \ . / .. FF E = 22.6'x• !l o c.0 TOTAL DESIGN FLOV.t10 330 GAUDAY .
�_ CGIdC. P� T IO .. ,.,:rZUt, (TYP} . i
PR ED NTO
TOF =:21.6'± . _ . o . i
--� 50 OPOS CO UR.
u' .
/ _ . . .
a ., >:. I W x 200 /o = 660 GAUDAY � . � _ , I I / '.., _ . - _
I
� �,i, EXISTING OVERHEAD UTILITIES
j DES GN FLO
'� GAS Il9E.Tfel �a EXISTING USE PROPOSED 1,500 GALLON SEPTIC TANK _
i ,r / . / I W - W . EXISTING WATER LINE
�, 1 .
� /
Bi f %ii c, SHED
\'4,' -
. j / - I .. ,_
. _ n , �.,; . 6 .dlAPLE .. . s v. - EXIST N A LINE
�. •
s C, j
. . .
o s, =r
BC �,.
- .. .
<9 7 / 4 �; : C/O �f ;
j I MAP 58 INSTALL 21 - ARC 36 CHAMBERS
I .. o� �- . -� r . TEST PIT LOCATION ..
cv .. ' ` LOT 306 .. ! .
. 7 �,
. .. .
. ; . (6) , ` t� h l L ,
t.�, z _ SYSTEM CAPACITY I
20x5' ,., 3
t� , I (� PROPOSED 1,500 GALLON PLASTIC SEPTIC TANK
. HC o Z ! (TOTAL L.F. OF CHAMBERS) (4.8 SF/LF) (0.74 GPD/SQ.FT.) = GPD i .
.
�\ 20x7'. P,I-;O!�Oi� I:i�ROP ��6 93� - 1
( 05.0') (4.8 SF/LF) (0.74 GAL/SQ.FT.) = 373.0 GAL. LEACHING / DAY
, w I- - PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
(1) p 6' .
c' - �5• r: I I
.
\ TOTALS: I
,.a 2,_ I. :.0 PROPOSED DISTRIBUTION BOX
`i;, ' O
\ 2 = !_ _ (5) MAP 58 TOTAL NUMBER OF CHAMBERS. 21 j
i
\,, � 1 v 1 " .- APLE �;, � LOT 305 , TOTAL NUMBER OF COUPLINGS: 0 . .. PROPOSED ARC 36 CHAMBER
. ,t;;,, \ i . -` �, � TOTAL LEACHING AREA: 504.1 i . .
<..\ . .
�'�, TOTAL LEACHING CAPACITY: 373.0 E I i
-..:1 :,_, ; .rte- i I I .
i, i�. ,O . Y � ;z REV_- -_ DATE BY_ APP'D. DESCRIPTION
s - _____ " ._ _..____-.__ . ___.._
PRO OSE INSPECT __ . _�__._. __..._.__-- __-_
1
P D ION
i
19x5' �` _:. T"'I;' PORT V�'ITH ACCESS . . NOTE: I i .
I PROPOSED 1,500 GAL. t 19x8` ��
`� EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FR
PROPOSED SEPTIC SYSTEM UPGRADE
i .. . . . I � (3) -- j 20x2' s BOX TO GRADE � OM THE IOW
i ... . . ' . . . PLASTIC SEPTIC.TANK ' .; _.: .T o . DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROV ! zH OF tdtig� .. ..
. ' r, :;19x5 O, ,��� X,� .
\ f ;. ; v�, . . I �`` �y�, PREPARED FOR:
i -�+" HOWL, ' 1, TTER CERTIFICATIONFORGENERAL USE ISSUED TO . . ! o s�
j AL
. ® _� 1 . .. . LE �� V"
. PLII (i {I .. INFILTRATOR SYSTEMS, INC., DATE OF REVISION: JUNE 12, 2015; 0 7
;., s.aP -) {, -r . .. 1 .. CAPEWIDE ENTERPRISES
L .. r, L�rti;,i~�r�l-_t� TYP - JO t 1..;"
t ) - I TRANSMITTAL NUMBER -X264258.
PROPOSED DISTRIBUTION BOX - ,.: .
� ; j CHU . I I IJR:
7 ! i Q6 . .
. - , ,` .ice_, I ..I. .I - Q r' - .. -
j N:
I P I .0 LOCATED AT
, . 1741_ I� r�n:r p
SWING -TIES o,, N ElJ�r7 i s'P` o �-< 1 �s � _�. -
DESCRIPTION
. HC
BC
SEPTIC COVER IN (1)
21.4'
17.8'
SEPTIC COVER OUT (2)
16.7'
27.5'
CHAMBER CORNER (3)
24.5'
33.8'
CHAMBER CORNER (4)
33.1'
38.5'
CHAMBER CORNER (5)
47.6'
24.2'
CHAMBER CORNER (6)
42.1'
15.8'
. - ,!f, .. ,` .
7. ? ,4;, G,ztkK r _M, 19X6' 1111, ��' � - � I , -� 396 S W
GRAY ROAD
' ,'r , /.
I WIN LO
\ I
,: yn / . „ t ; R E / . ... WESTYARMOUTH
... .:t : , 1 I S; AJC. , MA 02673
X.2 .. .. .
. .. ," . „ . / .. .. . . . , _ - _ ------ __---.-_-----_--.--------- -_._-_ .------
I ' L.0 .iVlAPL� .
;` C 1 H DATE. S ,
! SALE INC 10 FT EPTEMBER 25 2017
_. j t: , . ``_� _ _ _ ._ 1(�; il'.\• I= TP 'r ._ i \ ' t1 " j I 0 5 10 20 _ .
r' ..- 40 FEET
W _ rv_l.. .. . , v...._ :. I, "I'; , ._._ _, Benchmark
_ 7777_.__ _ __ _
__
- _r
�.____-_77___7__7_____.___.__._ _-- . _-'-
,:: PROPOSED ___
74 r TOl AL 21 ARC - o - .
_ ; „ .t,w-, 5,,,,:_7 Nail in Fence Post y PREPARED BY:
36 (#3613BD) CHAMBERS IN RESERVED FOR BOARD OF HEALTH USE , ® JOtIN L G .
.I, .:.._ Elev. =20.00' 1 b N JC ENGINEERI
- ` 1 . ��, , A rox. M.S.L.
A FIELD CONFIGURATION
I CHURC!HILLJR. NG, INC..
. ;cwsL W 2854 RAN B
PP
. . a t,4, C ERRY HIGHWAY
S ITE PLAN 1 .KGs � .... EAST WAREHAfUI, MA 02538
. , .. I . .. . . . . ; .
scAL�: 1" = 10' .. . . . ... . . .. .. . _ 508.273.0377 .
_;
_-_ ___ - .. _ -- i ._ .-___ ..... _ - - -
_ .. _ �_ __
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. _ _ -__. ____ �� _ ___ _-__.__. __ __--_:__..____ �-__..__.___ Drawn By: SJI I . Designed By: SJI . 1 Checked By: MCP JOB No. 3920
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