HomeMy WebLinkAbout0037 RAMBLER ROAD - Health 37 Rambler Road
' Osterville
A= ]40-183
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No. s� �\ Fee /$.
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
0(pplifation for Disposal 6pstrm Construction 3permit
Application for a Permit to Construct(-epair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. -3-7 RAm b er 'Ro I Owner's Name,Address,and Tel.No..-
Assessor's Map/Parcel ►�o I ►� � !' �bom NJ FRG✓10ES 6)andktz '
Installer's Name,Address,and Tel.No. Robar-)- b 6VO, (-6. Designer's Name,Address,and Tel.No. wrtT1+9egPl V
36-S WvJa '(4fM60i, (S've y C(zAr\Wpey NjWy OS473-0377
Type of Building: Q/.>
Dwelling No.of Bedrooms 6 Lot Size TI)q7? sq.ft. Garbage Grinder(. )
Other Type of Building Rewdieti cJ No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) L(
r ) gpd Design flow provided 617 gpd
Plan Date G / O a l Number of sheets Revision Date
Title ��- d d / y f
Size of Septic Tank oE7CO Type of S.A.S. P(VW•� 5706 pce,llo!► yt a ro�1J'G 2S
Description of Soil ftwilimn t si ae vic n
Nature of Repairs or Alterations(Answer when applicable) i���-q� �� �� yi 0 6C,.1 Q A
y `
-� Cl�rY4 i 1 /O �1�7 y0 6 4 1IC➢/� c��� �C 1 !'f/ 1� • �� �ICio�)
Date last inspected:
Agreement:
The undersigned agrees to e4ofthe
struction an aintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Titironme de and not to ace the system in operation until a Certificate of
Compliance has been issued by this Bh. �{Signed Date1 i��a,
Application Approved by Date ;�.
Application Disapproved by Date
for the following reasons
Permit No. o _ 3 � Date Issued ?
_ f 'T" i
-A � �.,�,�� �� ;, .
'No. 0 Fee
�. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
a
ftolitation for disposal *pstrm Construction Permit �
»
Application for a Permit to Construct(j,) Repair( ) Upgrade( ) Abandon( ) ®/mplete System ❑Individual Components
Location Address or Lot No. 67 Rat+e6b eP Ror. Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel d 03i�:`
Installer's Name,Address,and Tel.No. POLtp 4 )0 601 .0- Designer's Name,Address,and Tel.No. yiv,e�e^rr?�
Type of Building: e/
Dwelling No.of Bedrooms �? {{ Lot Size 911 sq.ft. Garbage Grinder( )
Other Type of Building P%4fdo A �i Cti, JNo.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 1:)b gpd \`Design flow provided 617 gpd
Plan Date 6 / ,(r A o PI Number of sheets t Revision Date
Title I y d d `
Size of Septic Tank 0 A Type of S.A.S. ,��,� {' �l'�I� Cc,, on C. ,OOfCS
Description of Soil ft,0i11 Mr"!
/t�C� ( m tin
Nature of Repairs or Alterations(Answer when applicable) rw_w P w Roo E ��I✓4' t� 6r"110 01
Prtccs H4,�D G1.e,ry,► .2 , NO Asa 6CkloN TA Ale (4ww �)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction annd,.maintenanc`e of the afore described on-site sewage disposal system in
61
accordance with the provisions of Title 5 of the Environme t-dl'Code and not to -lace the system in operation until a Certificate of
Compliance has been issued by this Board of Health. /(.�
_ }Signed� Ze"14, Date l� a)
Application Approved by 1,1 C <<l Date C Ph
Application Disapproved by V Date }
for the following reasons
Permit No. o C .� f Date Issued ?/
1
THE COMMONWEALTH OF MASSACHUSETTS
` BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned( )by
at � R0LrAbj4 e. Rorj has been constructed in accordance c f
with.the provisions of Title 5 and the for Disposal System Construction Permit No.2-0 dated
Installer Robo t4- J 00C .1 1--c- Designer - Er"r4 l y-i-e-A fZ.%r^+�...
• #bedrooms" Approved design flow v 66- gpd
The issuance of this permit shall not be construed as a guarantee that the system wil cfibn as designed.
Date ` Inspector f
Y
No �' ' �. Fee
oZ _ 3s- THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,.MASSACHUSETTS
b I Ou r i 0 al� 8tJ 8 6pstem C0U8trUttlOri Permit i
` Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at '97 9c,mn A 6 o e! (3 �.t�V o �0 1�✓) .
s
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
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Title 5 and the following local provisions or special conditions.
Provided:Construction/must be completed within three years of the date of this permit.
Date `! Approved by tMf
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TOWN OF BpA�RNSTABLE
LOCATION �AWI 6L Er W . SEWAGE#
VILLAGE ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. �e6�T 1b- C.t tP_ ( 97
SEPTIC TANK CAPACITY Z 500 cr�-t Z
LEACHING FACILITY.(type) . c.k-A M&t 9 S (size)
NO.OF BEDROOMS�p
OWNER 1Ad
PERMIT DATE: COMPLIANCE DATE: .-30 Z
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility `� Feet
J g ty
Private Water Supply Well and Leaching Facility(If any wells exist on I
site or within 200 feet of leaching facility) N A Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY �IZ r �/t�►2 �D ,
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Town of Barnstable
Regulatory Services
Richard V. Scali, Interim Director
tAMsr,►sre.
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 - Fax: 508-790-6304
Installer& Designer Certification Form
Date: 12-30-21 Sewage Permit# ZOZI 351 Assessor's Map\Parcel 140/183
Designer: JC Engineering,Inc. Installer:. Robert B. Our Co., Inc. (RBO)
Address: 2854 Cranberry Highway Address: 363 Whites Path
East Wareham,MA 02538 South Yarmouth,MA
On RBO was issued a permit to install a
(date) (installer)
septic system at 37 Rambler Road based on a desigc>_drawn by
(address)
JC Engineering,Inc. dated 6-28-21
(designer)
I certify that the septic system referenced above was installed substantially according
to the design, which may include minor approved changes such as lateral relocation of
the distribution box and/or septic tank. Strip out (if required) was .inspected Land the
soils were found satisfactory.
X I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulationsr Plan revision or 4.
certified as-built by designer to follow. Strip out(if required)was inspected and the soils
were found satisfactory. (1,500 gal.tank and 1,000 gal. tank installed in lieu of single 2,500 gal.tank)
I certify that the system referenced above was constructed i pliance with the terms i
of the I\A approv letters(if applicable)
o
dOHN L G ,
CHURCHILt.,flt, co
(Installer nature). CIVIL
H
?SE,
ner's SignaturVARNSSTABLE
(Affix De r p Here)
PL RETURN TO PUBLIC HEALTH D SION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND"AS=
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:\Septic\Designer Certification Form Rev 8-14-13.doc
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THE COMMONWEALTH>OF MASSACHUSETTS
BOARD OF HEALTH
T own..O F....Barnstable
......................•......_....._....._....._..
ApplirFation for Di"vs al Morks Tonstrnrtion ramit
Application is hereby made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal
System at:
37 Rambler Rd. } Osterville, 02655
......... ........................•---.....-- ...---••-•--------•-•---•----------------------------------------------..-..--. -------•-•-------
Thomas E. Chan �terAddress 37 Rambler Rd. " dtsterville, 02655
......................_..... --...... ......................... ..........--....-----•--•-----------.......-------.........-•--•--- ----..........._
Owner Address
a A,..&...B...Gasapo.al...Seruice---------------------------------- 128...Rj shags--..Zerrace,...H3rannis.r...II2fiQ1
Installer Address
Type of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms..........3�................... .....Expansion Attic ( ) Garbage Grinder ( )
p., Other—Type of Building ............................ No. of persons.......2................... Showers ( ) — Cafeteria ( )
aOther fixtures -----•----------•-------------------•--•------
W Design Flow............................................gallons per person per day. Total daily flow__;_._............._....................._..gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No..................... Width.................... Total Length......_............. Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date.............................-------...
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a ....- -- -------••---•---•-----------------•--------------•........---..........------•.-.........................................................
0 Description of Soil.................Sand...............................................•----------------------------------•----------------.............---••--------------•.............---
x
V
W .........................-....................................................=------------------------------------------------...------------.----...-----------..._..._.........--•---•-•-•••-••....
UNature of Repairs or Alterations—Answer when applicable..__.InStdllatlOri Of a 1,QQ� fall Ori
atone---packed- leach---pit,...-_------------------------------------------- --- . -----------------------•----- ...........................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iI:'i.v 5 of the State Sanitary Code—The undersigne fur her agrees not to place the system in
operation until a Certificate of Compliance has been issued the boar o l th.
�� -- ---•------------------- 5� /79-
Si ed .. . . e
Application Approved B r�'..- 'y� 5 (�7 9
PP PP Y - /. 9 .....
Date
Application Disapproved for the following reasons---------------------•--•--......----•-•----------------------•-----------------------------------............
---••------•---------------------•---•---•---------...---._...._..-----------------•-••••-----------••-•-•--------•--------------------------------------------------.....------------------.........._.
Date
Permit No....79=.........................•...-------•-...... Issued.........5/...7/79..........................
Date
a
No ?. .:'t "" .........
B n
THE COMMONWEALTH OF MASSACHUSETTS a
BOARD OF HEALTH . ,r
Townrnet4ble
OF....Ba
.. --------- --------•-----•----..._............._..............
p iration fvr..UisVma1JVv.rkii Tomitrnr#urn rr*mtt
Application is hereby made for a Permit to Construct ( ) or Repair (k) an Individual Sewage Disposal
..:
Systenilt
37 Rrtb`� r Rd. _otervi�2e, o2655
s
r,r a Catron Address ' Rambler f1kX• e �r1 02655
Thom .�t �ianerorf
Owner Address
Installer Address
d Type au>Ida#g t ,...,, Size Lot .:....Sq. feet
V Dw. No of Bedrooms.__.......}.._..:_.......................Expansion Attic ( ) Garbage Grinder ( )
Oth6i., Type. of,Building ____________________________ No. of persons.......?.................... Showers ( ) — Cafeteria
a ( )
Otherfixtures -----------••-- ---•--••----•-••-•--••••-•---•••---••'•••••••-•-•-••-•••-•--•---•---•------•••-•--••••.............. ....
WDesign'Flows .........................gallons per person per day. Total daily flow____.._..._........_..._.....__. ....gallons.
WSeptic Agnk, Liquid capacity............gallons Length................ Width................ Diameter....._ Depth .............
x
DisposalTrenclz No._._................. Width.................... Total Length.................... Total leaching area_:._ "..___._sq. ft.
Seepag��Ptt,Nn*+ Diameter.................... Depth below inlet.................... Total leaching area ; sq. ft.
Z Other 1istribution box ( ) Dosing tank ,(
# jrX,ra
aPercolation Test'Results Performed by. Date.._ .............
T st"P�t� io 1 .. . A...
minutes per inch Depth of Test Pit....:............... Depth to ground water........__.._._......__.
Tgst FPit I 0 2..__.. ......minutes'per inch Depth of Test Pit.................... Depth to ground water ...................
3 Ih aY V - ............................................................................................................... .........
Ox Dcripxn of Soil Sand
.. -------••---•---••--•-••....... , +-',-_ ---•----------------------- .--
�..�
.... . .
x •• . ----- ----- _•---------------•-----•-•----............--•.........•..•••• • -,-----•••-
V Nature�of Repairs or Alterations—Answer when applicable..____-_4 ta:llati on.._of__.a l r_000 . . Ion
.
__plti`------------••--•-•--•----•-----•------------------------------------- -•-- ------•.
S
TH,undersignTd=agrees to install 'the aforedescribed Individual.Sewage Disposal System in`accordance with
the provisions o`f rI LE 5 of the State Sanitary Code—.The undersigned.further agrees not to place the system in
operati6,ii'-unt11'a`Ce'rtihcate of Compliance has been issued the boar th.
Si e
421 ..t.
Apphc motion Approved'`By=• �` :r !y► == "' De� 9
gti --
i . dDate
AppliclMAO'sapproved for the following reasons:. ----------•-......•. ='
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`+3t° '+F lye" Date
° erirnt No
•....................................•--• Issued-.........3 - ....... --•---•-------
' 'H 0 k'•n Y t. a � .. �
e
THE COMMONWEALTH OF MASSACHUSETTS
G ° BOARD:: OF HEALTH
4
Town....OF... Barnstable....................... =
��• �le�ifirtt#r
THIS,IS T0 CERTIFY, That the Indwidual Sewage Disposal System constructed ;(-,. )'or'Repaired (X)
by ''; a ?- Ser-*6eV--129.-$148h0-pa. c - > r �;..Xai- O?fin?
+, Nr Installer
xi a
has beentiflkMled, in accordance with the provisions of'TITLF' 5 of The State Sanitary Code as described in the
apphcat on for Disposal Works Construction Permit ....... x
THIE ISSUANCE OF THIS CERTihOATE'`SHALL NOT BE CONSTRUE® AS A GUARA TEE Y�IAT THE
SYSTEM WILL fUWCT10N SATISFACTORY.
14
DATE x:� - p
-- • -•--.....-----•......•...... Inspector . ..-
11p/�� �i'i�96$ .Y,.Y{. 3•'" .. � � � 1-1 ii JC - -
`, , THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
T
No c k ,.: ............... Town .OF.... ��` tS•b�.e:...........................
..........
? FEE .:........
s . 0115pnstt1 Works Tonstrudion Vprrmit his
Per�"ission is hereb: anted_A_.&.b_.Cesspool Service__.-�.��..�.1�.J��"tt�, .? G'�',• �--
y � 8
to Const�r`ct or Repair an Individual Sew a e Disposal System
1� ( r p
at No34' mb�er. .. j 8sterville:..:0 655 $$ � . Yr,an �� '
g 1 Street
»4� Y' yi 3 *
__.•- _Tf as showiiMon the>application for Disposal Works ConstructionVMi � 7 � = Dated 51 79
�t e
Board of He
DATE;-., !
.......................................... 'r• ,, £.
FORM 12'S8'4H6e;BS & WARREN. 'INC., PUBLISHERS !
x
LO f; A VION SEWAGE PERMIT NO.
37 Rambler Road 79-265
VILLAGE
Osterville, MA 02655
INSTA LLER'S NAME & ADDRESS
A & B Cesspool Service
128 Bishops Terrace, Hyannis, MA 02601
B U I'L D E R OR OWNER
Thomas E. Chandler
3L3,ambler Rd. , 0-- .ervi11e, MA 020 K
DA T E PERMIT ISSUED 5/ 7/79 _
DATE COMPLIANCE ISSUED
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Stephen J.Doyle and Associates
i
42 Canterbury Lane,East Falmouth MA 02536
Telephone:508 540-2534 sidsurvev@aoi.com
Date: October 31,2014 .
To: Mr.John Procaccino
Re: #37 Rambler Road,Osterville
i
Mr.Procaccino,
Be advised that on October 30,2014 the leach pit at#37 Rambler Road was uncovered and a visual
inspection was,performed. The existing six foot diameter precast leach pit is approximately three feet
below grade with two feet of stone all around.
i
Stephen J. Doyle, PLS
►►4A A,q` - - -
►►��pLl� Or/ \
o STEpHFN` c;
DOYLE, {►
a No.37559 �'A
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10—31�-1Iry
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LOCATION SEWAGE PERMIT NO.
37 Rambler Road 79-265
VILLAGE
Osterville, MA 02655
INSTA LLER'S NAME & ADDRESS
A & B Cesspool Service
128 Bishops Terrace, Hyannis, MA 02601
BUILDER OR OWNER
Thomas E. Chandler
37 _Rambler Rd. . Osteryi 1 I P, MA 02055
DATE PERMIT ISSUED 5/ 7/79 _
1 ,
DATE COMPLIANCE ISSUED
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LOCUTIONSEWWSC E PERMIT UO,
Ile
IWSTaLLER-5 U&ME F, ADDRESS
A/V/y.- �iydTG�ioc 7 /fib'
UILDER S U &ME DDRESS
1
DATE PER"VT ISSUED
DATE COKAPLI &KiCE ISSUED ;
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Ll <5
STORAGE
FRONT HAL
VAIR
BEDROOM CLOSET LIVING ROOM
CLOSET
U U
__._ ....__ W CLOSET CLOSET
i
LINEN CL CLOSET CLOSET
BEDROOM BEDROOM
CLOS I
'fAIR�'i EXISTING ROOF
DINING ROOM
- --- ---- I HAL
BEDROOM
KITCHEN Ell
STORAGE
BULL BATH FULL B
__ SHWR 1 ❑°. i i
------ ❑ o ❑
EXISTING ROOF
SUN ROOM
EXISTING SECOND FLOOR PLAN- Scale: 3/16"=1'-0'
EXISTING FIRST FLOOR PLAN- Scale: 3/16"=1'-0'
CHANDLER Indesign LLC
37 Rambler Road;Osterville MA�
OCTOBER 22, 2014
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I CLO`.
BOUNDARY OF
NEW WORK
3:
��. BOUNDARY OF
LINEN CL ��, CLOSET I CLOSET NEW WORK
9'I
f.�.
MASTER BEDROOM N,'
=11 —
o SHWR.
CLOSET
a
MASI ER BATH
I � I
N ; SHWR.
_
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d ----------------------
--.... .:::`...il. ::.B�. .P3f...:.ee.: .....e: .......:_. ...9..:_:. ..E.. ...::. : ..,is::..o.. E �.::. .... ....: ".... .�.::i 6....B,.B.. :n........ :'.........::. .
CN 2236
16' 2' 8 —8 1/2"
CN 3460
EGRESS WINDOW
14'
NEW ADDITION
PROPOSED PARTIAL FLOOR PLAN- Scale: 1/4"=1'-0'
PROPOSED NORTH ELEVATION, AT DRIVEWAY- Scale: 1/4"=1'-0'
CHANDLER Indesign LLC
37 Rambler Road, Osterville MA OCTOBER 22, 2014
1
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BOUNDARY OF
NEW WORK
BOUNDARY OF
NEW WORK � -
16
16'
RIDGE
s
EXISTING ROOF, NO
NEW CRAWL SPACE
ACCESS TO EXISTING BASEMENT
2 x 8 RAFTERS 16 O.C.
OUTLINE OF FOOTING (TYP.)
o�—s"
ROOF FLOOR FRAMING PLAN- Scale: 1/4"=1'-0'
FOUNDATION PLAN- Scale: 1/4"=1'-0'
CHANDLER Indesign LLC
37 Rambler Road, Osterville MA OCTOBER 22, 2014
. I
,
---..._. .. ---- ...... -- - -
' ,. - :,.. : � 1, rs:.:. ;i, _., to ...7: k, k�,• ., .. .
_ : $ "' :!: -- : • ROP..VENT WITH CHARCOAL FILTER TO ABOVE GRADE:_"
" - EXTENSION RISER
a. PROVIDE EXTENSION FINISH GRADE OVER D-BOX='27.5'f., <•;r • 'FINISH GRADE OVER:CHAMBERS=:+.27.4'-27:5' . - r GENERAL NOTES
PROVIDE EXTE_ y ., .. - d ..SLOPE 2%MIN.O Y
TOP,OF FOUNDATION WITH COVER OVER INLET 8 - RISER WITH COVER @ VER$STEM' - - •1: UNLESS OTHERWISE NOTED,
REMOVABLE WATER-TIGHT COVER OVER - -^ ..- :-.r 3/4'TO 1-1/Y DOUBLE WASHED ALL SYSTEM COMPONENTS AND CONSTRUCTION
ELEV.=, 29.6`f OUTLET TO WITHIN e'OF F,G. : OVER OUTLET TO RISER TO WITHIN 6"OF FINISHED GRADE •'` ° STONE TO CROWN OF PIPE'. ` METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL Y"
FINISHED GRADE 1"SCHEDULE 40 PVC INSPECTION.PORT WITH ACCEBS-
'(TYP OF 3) : ::...'. ; ), : z'P is - - CODE AND ANY APPLICABLE LOCAL RULES _
- MINSLOPEI%' . .; 13OXTO F.G. NOTE 21) '::-2'OF 1/8"T012"DOUBLE WASHED
- FINISHED GRADE : 5"DIA OUTLET(S) �' 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
@ FOUNDATION=28_9'f - 2l'MIN.ACCESS - 1 LE FILTER FABRIC -__
'- "•"-' -- ;, - -"' 'DESIGN ENGINEER.
F.G.OVER TANK EL, (TYP OF e)
STONE OR GEOTEXTI
F.G4VER TANK EL,29.0f. ,.. 7.7E .a. . , {.
.' :��-..�__ _ _ -. PLACE RI --
SERS ON ALL 3. 4"SCHEDULE 40 PVC PIPE WITH WA7ER'TIGHT JOINTS SHALL BE_.:..__..._:....._...- : , -- TOP,OF 24;50 USED IN DISPOSAL +
�.�. ......:._ -_._.:...:__.._._ ____._.:. ,,. ,., .... '�''T'--�-� :- '9-MIN. ,.. --
• L-81'f. 9"MIN. f I - 36"MAX. 23.50' 3Ir MIN.
,,, - .)7 ,(24.84� :,� - ..CHAMBERS WITH SYSTEM UNLESS OTHERWISE NOTED;
PROPOSED 38"MAX. PROPOSED. 9"MIN. BREAKOUT EL=24.00 - TME7
4'SCH.40 PVC 36-MAY PROP.4- PROVIDE:: (23.84') f "''"" ` N B"OF F.G. 4. TO PREVENT 8REAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT 13E LESS THAN -
4-SCH.40 PVC .., ( - PROP d0 Pvc ,�. - - . ,•4 `' (2434 '-I - ELEVATION=24.34'FORA DISTANCE OF IF AROUND THE PERIMETER OF THE SAS.UNLESS A -
..-...„.. 3' a• - TO 690x L=5'3 - WATERTIGHT „ .:,,. - 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM SAS.AND THE TOP OF,
L=8'f JOINTS(TYP.)
7DROPM N. mn. 9" 3'DROP MAX. j - 8� THE LINER IS NOTiESS7HAN THE BREAKOUT ELEVATION.
l-. _ Y_--__. B• x 3' 4"TI INFROM - , 0 o -'- '--' 2"OROP MIN.
249 13' �' ' ,i,'. �; ---Y- :d SEPTIC TANK 4".PVC OUT TO 0�t1D 0 ' -'�{ E `0 ob 5.'SLOPE ALL SOLIDPIPE AT 1.0%MINIMUM. _
CONNECTION ._L 4••0' 14" (25.28).. 13.'4'-' THIS
74 :, - LEACHING FACILITY oo _ -
' LIQUID �L_4-o' .. --, ® o �:0 oo .,. 0 0 0
(26.72) -INLET 25.091 - UOUID- - oo � 6, THIS SYSTEM IS NOT DESIGNED FORA GARBAGE DISPOSAL.
LEVEL (_ + :/24.53' tr G• .. ,. .- .. r.. :. 'op -.
".,I_) ' ' Y oo - ' o ':'.o 00 ~- 7 LOCAL BOARD OF HEALTH AND DESIGN ENGINEER 70 BE NOTIFIED PRIOR TO BACK f
LEVEL. ,23.90 Ml 23.73'(24:18, '�,[_] 0-,0 0':0 0. 0: ' :•w. -� 0 0 0:
_.TE OUTLET TEE "GAS BAFFLE , ' ) -
"; - ' - o o o00 o. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.SVSTEM IS
OUTLET '(24.38) 6'CRUSHED STONE „Q'-. - Q.Q Q:...Q, ,. 0 o o ` >o O 0 o:: NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
- .INLET _ rl-ZABEL FILTER TEE: OVER MECHANICALLY.r �:�' I D DESIGN ENGINEER -
- r, .. COMPACTED BASE 4:0' ;,,: m.:.z 4.D
MODEL#A18014x22 - - - 8.5'(TYP) "" _ 4 O .0' 8. ELEVATIONS BASED ON APPROXIMATE M.S L.DATUM.SEE BENCHMARK ELEVATION AS
40.0 TO GAR. 5 ': _;. 4 4,83'
6"CRUSHED STONE - (Both tanks•dimensions per ACME/Showy OUTLET DISTRIBUTION BOX '':. r J '- .,,. 0 5,,_". ': :: `• ''.(TYPJ a+'•f" "SHOWN ON PLAN
OVER TO BE INSTALLED ON A LEVEL STABLE. ,.,- s . , ..r F :, r
_ "': g.:CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION +°
: t, i' „ LEI"
: BASE:FIRST TWO FEET OF OUTLET , - GROUND WATER ELI:V. 18.50 z-.: S
, „ COMPACTED BASE'S .LENGTH B'C 'WIDTH 4-10 DEPTH 5-8 - 21 5O , : GROUND-' ^T---. - - 12:83' _ -THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
LENGTH 1 O-5 WIDTH 5'-8" DEPTH S`-8'. " INSTALLED ,_ - PIPES TO BE LAID LEVEL " 5'....... - - 1-888-DIGSAFE AND ANY OTHER:APPLICABLE AGENCIES.:REPORT ANY DISCREPANCIES
TANKS SHALL BE NST : 21.8.4') .. -5=500��GALLON CHAMBERS , " - _( .. CHAMBER'ENDVIEW
PROPOSED 1 500 GALLON DNA LEVEL STABLE BASE. PROPOSED 1 000 GALLON .<;' DESIGN ENGINEER.
-..... ....__.... CROSS SECTION VIEW TO THE
TYPICAL CHAMBER PROFILE + u _. t+
H-1 SEPTIC TANK ALL TEES SHALL BE PLACED H-1O SEPTIC TANK ) H2O C(1AItlf DETA�La7 70. ALL'JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT.
_0 C Rs __ ------- DISTRIBUTION BOX`DETAIL ?. . NDr7osDALE
NOT TO SCALE - UNDERNEATH CENTER OF RISE NOT TO SCALE NOT TO SCALE ' 1 - -11. :NO DETERMINATION HAS BEEN MADE AS.TO COMPLIANCE WITH.DEEDED OR ZONING u "
." .-. _.._�._.,... ..._......�- � -- ,,-._._.- _- -._ _._ ...;..- ____ - __ I 1 T OBTAIN H D M NATION FROM
'REGULATIONS..OWNERIAPPLCANT S TO SUCH E7ER I O
.. :,. .,
,AS-BUILT -: .. .-, [:" -, ,. o- .. , .i ...+1!�',4' '•f-:r R-e .:a'� ` a APPROPRIATE AUTHORITY.
SWING-TIES o .� - TEST PtT DATA
. , : :. PERC NO., 21-182
-. ,. •, ., v -1 - 3r:'y, Y .' " --- 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
.. R. .,.;' . ,... ,- -. r , ,., , ,. . •.• ,N "��, Yo`i M1 T` {.:INSPECTOR: -Davitl W.Stanon fBOHI 'N R MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT,DRIVES,OR - -
:, DESCRIPTION,.. a .y... GC•1,.., GC HGt up. : ;,; ` _ �,,, U DE
1 _
- _ _ ° ry 3.EVALUATOR:Michael Pimemel.-EIT.CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND 14-20 LOADING
CLEAN OUT(1) - - / :�.. , .- r :: ...: 4.. ,..• YYi..+) ,c! ,' DATE:Oct 27:..1999
'- - - - d Eas t:,BT �(, ;.n, Q.S.E.APPROVAL DA E. 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT,DUST AND FINES..
CLEAN OUT(2) :: :, .:218,.._20.5 -.,. .... i -
r '•. r.:. .. ,,. ,1 +., .. ::'.. at i.. - .'June 10 2021
_ ;, •c... _. - .; _•-�� ,.. _ a� - , : �.DATE �� 14. WHERE REQUIRED,CONTRACTOR SHALL REMOVE ALL LOAM,SUBSOIL AND UNSUITABLE
- - - - '"- i 1 8 2 -MATER14 IN AREA BENEATH AND FOR 5 FT.ON ALL SIDES OF LEACHING FACILITY.
7.500 GAL TANK COVER IN l3). I' 43:5' 45.0' - ° _ : .dp, :I -.�3r-. ..3 "(•a',r, TEST PIT#:
`_ - - � ; �� f' "•� - y', _�K i . • �3`: �. `:',", REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
.. .... : -.-4.- - .- .....: ..;_ ,::. .�fi a r .. . .,.. ,.V - ,.. ,. , . .- .., .. .4 •..•.. t�:: -1� ELEV_TOP- 27.50'.•'�•
1;500 GAL.TANK COVER OUT(4) 49.0.„ ,52 6 -,.,-. .a>;...., ,��;.� �� � :.:. : . � � ':- - � � '0.t. i- FINES OROTHERUNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15255(3).
.p� t JG� r
. -._ . �• 't ra✓ 1.;ELEV WATER' <16 5D'
-' • - - •+- -. � •�-_ � � " p : - .,. - . ;. -• �. ' •' .. •'- �1$.. CONTRACTOR SHALL DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
1;000 GAL?ANK COVER IN(5), 586' 62.3 - '.. - : _ {. :,., ,n. . :�.• . '...`
.. ,,♦ :.n: •-••' ° SITE
CONDITIONS FROM THOSE SHOWN PRIOR TO CON
:4 WORK. .
•. .,•`: -O - PERC RATE- <2 min.luleti
_ LOCUS p
1,000 GAL.TANK COVER OUi(S).. 644... a' I-
-�i ,,; - a fi 4 '_ ••• I 18..`PROPOSED PROJECT IS LOCATED WITHIN.
MAP 140
"IDEP7H OF PERC= 6"_24" -
DISTRIBUTIONBOXf71 - 6s.3 70.8 Yr �. �, N .. • :• .: . . ..1 4 ;. :.: .• � ASSESSOR'S MAP-�740 aLOT 383
LOT 184. E "° . 1
,. < ,.. - -. •i., .. :. TEXTURAL CLASS: - .1 _..N
... .. �,_ ,,.. .:-: .: .,... _'¢ ,.,. _ -:. , Jy -. -.._ :.' -�,. . ..: - • • � � F R CORD: �CHANDLER 8 PRANCES CHANDLER,TRUSTEES
, CHAMBER COVER.(8)." .,n..:... 65.1 ,; 72 T .- ..: - � .; �. .: 4. `F .,,.-� ` ../B �' .\ ..�i � i:. OWNER O ECO O.THOMAS
..• •. ADDRESS: -. '3800 PALOS VERDES DRIVE N
CHAMBER COVER(8) 8/.8' 87.9 -.-: - ' _ 4'. ;..'• +.,f� `
!✓.
.•..N v ,...,. .•,. • +, ,.... • PALOS VERDES EST.CA 80274
r• 9 F . a 27so
4 PVC VENT 10:. ,82.4 101.D. ,...- s.�.. .r ,. 1.. � ., a .>:. ,
} O`' - -,. �f`O o."* :,n:. 6... n • 97(8G3� A Loamy Sabl
•: �.. /^� i. r �aCI_: - Il�,'...,it... �,..ei� ..10Yr311 FEMA FLOOD ZONE X -
. --. ... :. � r,• � ..' , ..: - -, ;- ;:..' 'COMMUNITY'PANEL#:' 25001C0757J
;.. :.xzZs, ....... .:'. � x- ,x 7g „-.. _ .:.:_ - :.'.: .., 5e. - :r.. i - 7 _ tt1 -.. 7
�' •. ':.. - / ' :+, - >- ♦ ,7. -:'� + .' - 1a 0' U•.,@ .(• 1 24"•- Loamy,10yr5bl 25.SQ m 1 DEED REFERENCES 1:)BOOK 23097,PAGE 197 2.)LC.C. 8868
AS-BUILT R5O0 GALLON -: :.c¢ •S\:... - .,,. i A w / - ,i !:. a0Yr 5/6
.. l; �."/... .(`ii + /• qJ 9 ,P N K 1 PAG 127 2.LC.P NO.7685-F
.. _ H-IOSEPTIC . . .;, -:18. PLAN REFERENCES: i.) LA BOO 6 E ) LAN
_.. .. .:. .'� . /:.i. :-. -..,:,�.. - ..
StIR�UB. ;; :. ,�. ,i_. -. ;�. >`r.. t... , ..: '-. :,. ., ,,r�; ,. .: 38" ...�:: .... 24.50' '
-' FIVE NH•20� ` r. -.�:.,.. /'a /.' :: -,-. : . :/. � ., �., - - � j '^°;,,yd, p O i• ,. �' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDTIION
r _ AS BU.LT I E(5)500 GALLO .. .. '. ..,.. j� :, G Y'��•� • .'' I - .
,r ,, .� EXISTING /
LEACHING CHAMBERS./'STONE. ., "r ;� ,x8„., ", 1. - -
S 4 BEDROOM' -! .: ) "„ .,•,.." „•a ,a,;:.,, •,,' •"', ,20 .PROPERTY LINE INFORMATION IS ONLY APPROXIMATE.THIS PLAN IS TO BE USED ONLY
' �' � -. - _"'F, i-:c�q / c,. i, OW£LL1NG �., oP�, - `::♦.. - - n ,.tio� , .,sp.• �.' „ mow, €.t; � •FOR SEPTIC SYSTEM UPGRADE JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
' -
., .-,:: ,GC-t i W't' is --. r. t • -
. FOR USES THIS PLAN OTHER THAN ITS INTENDED PURPOSE.'-
/
.. A i 04 i , e- .-.j..- '4°v „, ,. +z i •' ,: ." i A T H 40'.. PIPE S HALL BE PLACED IN A VERTICAL POSITION TO A
.Medium Santl 21. A 4"PERFORA PERFORATED SCPVC ES
AS-BUILT.:. _.o-;': O -. G (1 w....r. k"':. �+'. `., Y .: •:r:• C�- DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE.
,. : , - 1. i :•,. -a ;u... 1, 2.5Y8I8
4 / - � 1 " �?.• .• "- .REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS N-20 D-BOX" 5 F .{e
A . .,.. . .. a. .
AS-BUILT 4"SCH. 22. _'OWNER I APPLICANT i CONTRACTOR SHALL 8ER ESPONstBLE TO OBTAIN ANY AND ALL'
- - 40PVC VEM ':>: : 2 STUMP R__} 'y'/ , -. '�._ - c , -: , i ,, REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
w, - , ?' EXISTING CESSPOOL TO - ",
..:. (9 ,:. �,t,_ OF PUMPE%FILLE-Owl � -
t QC-, ^AHD&AfikNDON£D, A . LOCUS PLAN _
2
10 (). ..: .. A ,� ,.
~yavr 1 , .., ,' ,. ,: 'SCALE:.i"=100D' - ..___
Top of CBIOH / : TP m 4) :- v..,T,P / . € .... 13r.- i8:50
Eev.=2758 xn.b o ) fi x29.0
�: A• -'�.' LEGEND
• TP 4 15��.. e,. , : I
C - • },. - -� ., ; e y „ •No Mateing Standing or Weeping OUservetl _
'• -
•
.l \4�!V :. .. .. ..,,` ".-.T- '. SOxO': Y:EXISTING SPOT GRADE ,.
`-AS-BUILT , I.•r
- DESIGN DATA TEST PIT DATA _
,. /,i/..(��^i/.1.! //. CLEAN-OUT ,. .. r. ai :.. _. +.. .._ , 50 EXISTING CON70UR
'b... /s/-�Y, /iRESERVE/�,,/'.� - k28.7 - - 7YP OF s•.. <.. ..\„ :: -PERC NO 21.162 f.,
MAP,.140 ,/,. ///,/r (
5gC�� :` .n.. , `. -
. ? - 1%'U, ."�,h=''/i t+ `•' .' r - NUMBER OF BEDROOMS EXISTING 4. ram'...
d �. r.:,.:�. f. .. �, ./ i, .. .. . .. •-.: .. • :. -. ,. ... ,. ( )- L: i PROPOSED
-,_, .. ,,.. •. LOT 187,> o ,_. ��u�., .r.,/.�/ .� .. .. ,. :�;.`- _ , , ._ .;; .. .. , INSPECTOR: DaNtl W.Stanton(BOHI `y-� '- RO OSED
'•k' - '�.`b - .- - e NUMBER OF BEDROOMS(DESIGN) 6 - - -
'EVALUATOR;Michael PimeMel,EIT,CSE -
-27.4 ,.:•:, , I PROPOSED SPOT GRADE
AS-BWLT 1.000 GAL. _.-, X28.e :. +, "
•, z.. - :..- ...
.�' •C-.._. ... - : ....... .,,., .55... .. DESIGN FLOW 110 GAL/DAY/BEDROOMct:27 1999. ®,
H-10SEPTICTANK X::x. -X--}.-•,X67.61f.Y X Y. X X X-.. �..c., .: - t.,: + ... .. -:::84 -.c .. _ S.E.IC.SE APPROVAL DATE.
.-� _x,S"1 A4.,I.EACt11Nu PIT' .
: � `. ,..:. .-. - - ..569'43'101N .. ..., _,.. .. June 10 2021� ..
' -'- " .« ••' S89'43'10'W -,;' TO B£PUMPED,F,ILCt} (- TOTAL DESIGN FLOW J 660 �: GAL/DAY -: DATE:::. ":...
GAS'_ y .EXISTING GAS LINE
y` - urt SAND E ABANOONET) « - - :.. r._ "'•:, - ,': ..' i _. 0'H/W._�__. ,EXISTING OVERHEAD WIRES
1.. - TEST PIT# 384
DESIGN.FLOW x'200 -'1,320',GAL/DAYk T+. .. -.
USE PROPOSED 1,5GO 81,000 GALLON SEPTIC TANKS = -4. EXISTING WATER LINE -ELEVWATER=
a - -- - TEST PIT LOCATION'
M 139 -' _- '. _ „' `PERC RATE - > -
MAP 139
SEPTIC TANKS SIZING LOT 34 •
r " •* O O O AS BUILT 1,500 GALLON SEPTIC TANK
.• .. LOT 32' .; « -, .: . S DEPTH OF PERC-.:,• ..
.. • :. ,. v �, --�'. ... 000 GALLON SEPTIC TANKS •. -::.r. � ,
.. .. USE PROPOSED1.5008 t, ;. - • s ,.
i TEXTURAL CLASS::: I :. o� AS-BUILT 1,000 GALLON SEPTIC TANK
PRIMARY.TANK 11,500 GALLONS). -
,• _ I F = =1,320 AY MIN.REQUIRED)
.: - i ..: .a•^DESIGN LOW x200% 680k2 �3 GAUD l .
;-.;;.:DESIGN CAPACITY ';:. 1�500:GAUDAY(PROPOSED) :.
MAP J40 ,
1
-'r" `' � r.. - -` .,0' 28.00' � SBUILT H-20 DISTRIBUTION BOX
�C
s PIP
,
-- -
n ✓•
LOT 183 �'S,' - ... SECONDARY TANK(1,000 GAI:LONSI: � ��� ''� +..�A, Loamy Sabl '
41,973x S.F. -.: w _...DESIGN FLOW x 100%'=680 x 1=660 GAUDAY(MIN.REQUIRED) S' Y 10Yr'3/1 "„ T -� LEACHING CHAMBER
-. "d >. : -• ''.. .. : DESIGN CAPACITY .f,. =1.000 GAUDAY PROPOSED) .-� A
..:,
. -. ..
Q AS-BUILT 500 GALLON H-20
- . ` ' .I - .':: - (. # e - _ _ _.�.t Loamy Santl, (96.87') ACTUAL ELEVATION"AS-BUILT' _
(
RS w/STONE 836" 25.017
-, INSTALL 5`$00 GAL'.CHAMBERS
NOTES, .` .. -. I - ! SIDEWALL-CAPACITYv..,.) .I
-- .. ;a^• _ � : '„ REV. .DATE -BY APPD. DESCRIPTION
.1..)MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF - - - (LENGTH+,:WIDTH)(2 SIDES).(2•HIGH)(0.74 GPDIS.F.)•'GAUDAY - _
EACH SEPTIC SYSTEM COMPONENT.' - �: - - : (50.5'+12.U)(2)IT)(0.74 GPD/S.F.),=187.5 GAUDAY t'"." - SYSTEM"AS B
2. LOCATION OF THE 'z` : .I. a" . .Medium Santl YS PREPARED FOR: U TICS LT SEPTIC 'PLAN
)CONTRAC70R5HALL VERIFY SOIL CONDITIONS IN THE yc ,.,� BOTTOM CAPACITY °..._1 C : 2:SV 6/6 _ -` ,.,1 ROBERT B.OUR CO.,INC. i
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA - I
SHOWN ON THIS PLAN..REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF - - + (LENGTH x WIDTH)(0:74.GPDIS F):= GAL/DAY i
SOILS ARE NOT CONSISTENT WITH TEST PIT DATA,
- (50.5'x 12.87)(0.74 GPO/S.F.I t=479 5 GAUDAY _ LOCATED AT
3.)PROPERTY IS NOT LOCATED WITHIN A MASS DEP APPROVED ZONE II, _ - - `+ - ` '
WELLHEAD OR GROUNDWATER PROTECTION OVERLAYDISTRICT OR ESTUARINE - 108,15 : . •, TOTALS: - ' d. -
WATERSHEDS. , - - .,. - . - ,
:. '.. ',.. •i 580'2?OS^N } � '.TOTAL NUMBER OF CHAMBERS `' S >' > O ROAD
�2555
,.' 37 RA
t `` SCALE: 7 INCH=40 FTRVM MADATE.DECEMBER 30,2021
RAMBLER
a.)SWING TIES SHOWN ONTHIS PLAN ARE PROVIDED ONLY AS A COURTESY. \ t TOTAL LEACHING '901 4' SOFT 13r t7.(NY - _ E -
FOR THE INSTALLER INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN :. _ OAO... - .-TOTAL LEACHINGCAPACITY -887.0 `:GAL/DAV`.'- ; .o or a t0 30 -LL,n 80�T
THE FIELD PRIOR TO INSTALLINGTHE SYSTEM.CONTRACTOR SHALL NOTIFY .::gARNP`RD WpYl " No Mottling•Stabling or Weeping Observed .
ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT.' - WOE S •,'RESERVED FOR BOARD OF HEALTH /ppH PREPARED BY:
(3D `.: TH USE auJ H A.
5J APPROVED PLAN WAS DESIGNED WITH.ONE 2,WOGALLON
- a� ND s180
JC'ENGINEERING,INC.
2COMPARTMENT SEPTIC TANK.A 1,600 GALLON SEPTIC TANK TO A 1 IXIO.. + - 2854 CRANBERRY HIGHWAY
+GALLON SEPTIC TANK WAS INSTALLED IN LIEU OF THE SINGLE ZWO GALLON ' - r i EAST WAREHAM',MA 02538
TANK.CAPACITY REQUIREMENTS ARE STILL MET.SEE SEPTIC TANKS SIZING
SITE PLAN _508.273.0377 _
DESIGN DATA SHOWN ON THIS PLAN. - - ) - - - --- ---= r-
SCALE:1"=20' DessarN W.MCP Cm&W By AC 1.JOa No.57U
� _L
, x
T.0 I. FL. 29.6'� PAC) JIDE EXTF NSION RISER Ot/ER % -FINISH GRADE COVER 2-BOX =_-27 Tt - - 5, PROP VENT WITH CHARCOAL FILTER TO ABOVE GRADE
-_ .. �!N!SH GRADE OVER CHAMBERS _ 27.4" 27. GENERAL NOTES
-21" MIN. ACCESS INLF. & MIDDI I_ COVER TO WITHIN F C OVER COVER _ PE M!N 0 f-R •;YSTEM
� r • �� �,�, � REMOVAEiLE WATE E�-TIGHT E OVER �! l � `-��' 34" TO 1-1l2" G("%UBLE WASHED 1 UNl_,:SS OTHERWISE NOTED. ALL SYSTEM COMPONENTS AND CONSTRUCTION
FGUNDATION = 28.9 ± ;` tTYP!CAL FOR 3) 6" Q( F r� &OUTLET TO F G ,ANK EL 28.0 _ A HOLDSTITLE 5 OF THE STATE ENVIRONMENTAL
- �- 4" SCHEOiIL o 40 PVC C EANSHALL BE IN ACCORDANCE WITH
I ! i i` RISER TO WITHIN !; OF FINISHED GRADE n �' INSPECTION PORT WITH ACCESS STONE TO CROWN OF PIPE-, /'
r _ ' , CODE AND ANY APPLICABLE LOCAL RULES
-' 9 MIN ' 5 OIA OUTLETS) MIN SLOPE 1 !o BOX 7U F.G. {SEE NOTE 21)-� 2"OF 118" TO 1/2" DOUBLE WASHED
` 36"MAX 1 1 STONE OR GEOTEXTILE FILTER FABRIC 2, ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
.............. 1
DESIGN ENGINEER
4" SCH. 40 PVC TO ' P TOP OF SAS = 24.50' PLACE RISERS ON ALL `' I 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
L=58't _T �' 1 I T I TI N B X 9" MIN- M N_ -
^„ I I / D S R BU O O ( 36" MAX I „� I CHAMBERS WITH ` SYSTEM UNLESS OTHERWISE NOTED
_ __� _._,--- ► !E _ _ ! - ,�_-:_.:r•f. r r �_. ! 3REAKOUT EL - 2 tE
LET PIPES TO
L� � INLET
'� ,)!��BF?a' , NOT BE LESS THAN
! I� _r WITHIN 6"OF F.G -f PREVkNT E3REAKOU_T HF PROPOSED FIN!SHEU GRADE ,
li ! L
r `` T O t ' V
�! r :•z' i l; ! 14" �- L.=18`� - f -- -- I ---- ELEVATION -- 24 00' FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS UNLESS A
! I! ?4. 10 ! �_
--___ _ r<_)ifL)t_ VEHTE'N,'lC�r;T +i -- --- 40 MIL GEOMEMBR:ANE LINER iS PLACE AT LEAST FIVE FEET FROM S-AS AND THE TOP OF
IN PROM ,
T`tL - j ": - -_ t oo��j THE R IS NOT LESS FF�.gN THE BREAKOUT ELEVATION
t
oc� � 0ooc� 00 � o EL►NE
TEES SHALL BE /' FPT(� TANK r�' F'vC T`� - �_' 0
! I _ _ `'° c r. 1 5 SLOPE: ALL SOLID PIPE AT 1 0",'- MINIMUM
i I CENTERED I T _ _t..._ -- ;4 c --OLITLE s i. r LE.AI 1+rii v ��
! UNDERNEATH 48' ! / ! - ----_�_ ._-__-.-. w,.._:_ o f
1 t „1 + �I r- �---� (---1 - �-- -i I-- = 6 THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL
' ___l i 00
COVERS ` i 22" ZABEL FILTER / I i2" I opi _
24.27 MODEL #Al 01-4x22 23.90 f MIN. ' ?3.73' 2 1 ---} 1--� ! r0 0 0 r- oo 7 LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
GAS BAFFLE -� ( O 8 - ----- I I t ! _ 0 L-J I-. = = = i-1500 GAL -' - -1000 GAL - -- 6" C! USHED STONE "`� r-- I----10oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION SYSTEM IS
a L--, L� L -J i-_-1 0 0 0 L i L_-1 � I �J o i NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
24 HRS DET.) AND DESIGN ENGINEER
! (48 HRS DET.) ( i OVI I� MECHANICALLY
L
5" CRUSHED STONE '
1 37 8' -"O GAR -_-_- -___. - -- .- COMPACTED BASE ,I 4 �� - - __._-- __ -_ ___ - _._ �.II a- �.. II ! ELEVATIONS c;Jy Fn n�} Rpognyf�eA rF nl c ! hJ1Tt��� ccc BEN R ' E`JAT' i c
r� t .`R [IE& ANICALL`1' S � � � r,' ITVpi I � I � I 4.v � i 4 �: a _ � S � _ CNMA K E� ..O!v A„
� E OUTLET DISTR BUTION 6i.)X _-- - -- i- --- -(4TM8P') --- SHO'rv�� ON PLAN
_, -_�
TO BE INSTALLED ON A LEVEL STABLE - -50 5' j 9 CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
- -r BASE FIRST TWO FEET OF OUTLET < 1 6.50
PROPOSED 2,500 GALLON TWO-COMPARTMENT SEPTIC TANK (H-10) GROUND WATER ELEV - - ,
PIPES TO BE LAID LEVEL ` - 21 50� --- - � + 12 83' THROUGH DIG-SAFE AT L _AST r2 HOURS PRIOR TO COMMENCING WORK ON SITE AT
LENGTH 12'-Q" WIDTH 5 -b"_ DEPTH 7 -U,. 5 -500 GALLON CHAMBERS 5' MIN - CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENC!1 REPORT ANY DISCREPANCIES
CROSS SECTION VIE'J�! TO THE DESIGN ENGINEER
(Dimensions Iw D I S T R I B I i T!O A! R I)v DETAIL TY�iCAL CHAMBER PROFILE H-20 D HAMBE R DETAILS 10. ALL .,v'iN a S WHERE PIPE ENTERS AND EXITS CC)NC STRuC uRES SHAD BE MADE iNATERTIGHT
NOT TO SCALE RCME/Shorey) NOT E O SCALE NOT TO SCALE 1 1 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
TEST P s-r- °� ` '
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM.
SWING-TIES ', APPROPRIATE AUTHORITY.
1 - PERC NO 21-162
' '. •�• f�r4 i ; ' 12 ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
�---^ ---r��^ • c� I INSPECTOR David W. Stanton (BOH) UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES. OR
' DESCRIPTION
�L GC-2
r}' RA JF� D Wh, 5 IN vvHt CH CASE THEY SHALL VOTHST�,ND N-20 LOA�+NG
{-__ •. .I �L- ` ; Michael Pimentel, EIT, CSE -EVALUATOR T ` �"
TANK COVER IN (1) 41.9' 42 7` I • �7"`, •' " vEt+ C S.E APPROVAL DATE: Oct. 27, 1999 13 C1C1 JE3LE WASHED CRUSHED STONE SHALL. BE FREE OF ALL. DIRT, OUST AND FINES
TANK COVER OUT(2) 48.1' 51.3' ♦ 1 • , � Q DATE. June 10, 2021 14 WHERE REQUIRED C
«x « ,• ONTRACTOR SHALL REMOVE ALL LOAM SUBSOIL AND UNSUITABLE
CORNER OF STONE (3) 47.5' S5.1' - - i` • T ! MATERIAL IN AREA BENEATH AND FOR 5 FT ON ALL SIDES OF LEACHING FACILITY.
\ ELEV POP 1 &2
I \\ ;) ` . . ' '' • �; m REPLACE ALL L'NSU!TABLE MATERIAL `WITH CLEAN COARSE SAND FREE FROM CLAY.
V T - 27.50' FINES OR OTHER UNSUi T AbLE MA T ERiAL IN ACGRDANCE IVOTH 310 CMR 15 255i'•31
CORNER OF STONE (4) 51 4' ! 62 9' ♦-`nr� . r '. : ' •-` �L. , '� �!' cif .. .. �I -
• . . « *•, f • •, • s' ELEV WATER = < 16 50'
' (��, i• , • 15 CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
CORNER OF STONE (5) 99.5' 1 105 9 I j
��o F" - SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK
LOCUS , ., PERC RATE _ < 2 min /inch
CORNER OF STONE (6) 97 6' 101.4' . 16 PROPOSED PROJECT IS LOCATED WITHIN
-- --- ___ ► MAP 140 E
• ="� DEPTH OF PERC = 6" 24"
r' • • L ASSESSOR'S MAP 140 LOT 183
LOT 184 /f � rQ,p-9 • ,,. • -- - - -
.� ` p. '
.,�•. / ,v ;; '' ., • ,: I "` Gy, • , a!'IJ!' TEXTURAL CLASS ;
<_' ,/ �� G�, •. ,• t , , • ; - w -- - --------- OWNER OF RECORD THOMAS CHANDLER & FRANC ES CHANDLER, TRUSTEES
,• . , �.. ,• ADDRESS -_ 3800 PALOS VERDES DRIVE N
49*
tom- �1 'f 'Ti f! • +, ' r ' y 0" 27.50'
♦ ,q� I _ _ PALOS VERDES EST, CA 90274 _
♦ 0� y o •. - A Loam Sand
�` . ,(t ke ... 4 8., 10Yr 3/1 �7 nc'
#. .. ♦ y -- T f�MA FLOOD
ly� ZONE, -X -
Ay T ( .� ,. ,. �� ' • O+ tQry 1 COMMUNITY PANEL# 25UC1' .urJ.'j
Perc
PROPOSED 2,500 GALLON TWO l�; .V':, ♦ �' ` '" \'Y iannU 1`� , �.0 ! 24 Loamy Sand 17 DEED REFERENCES. 1 ) BOOK 2309i, PAGE 197 2.) L C.0 #186667
COMPARTMENT SEPTIC TANK �` ��,�` ,,,�i •' G I 10Yr 5!6
�`L / // c , ♦ �D B I 18. PLAN REFERENCES 1.) PLAN BOOK 61. PAGE 127 2 ) L C PLAN NO 1685-F
i� atiRUB 1 #37 +�`/ o �", ti'r 36" 24 50'
PROPOSED FIVE (5) 500 GALLON H-20 �.��7 4 `" ,�. EXISTING i •.• ' i I 19 ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION
LEACHING CHAMBERS wl STONE F j iSEDROOM J�, •` ♦ ' Q
T Sj. ��,� ,1 , n PROPERTY L INE INFORMATION IS ONLY APPROXIMATE THIS PLAN IS TO BE USED ONLY
GC-1 7. DWI-U MiG ' + to {'' i FOR c:,E-.PT'IC SYSTE-ki UPGRADE JC ENGINEER.NG `v%1ILL NO1 ASSUME ANY LIABILITY
`9 C `IQ � � �'• I ,
t0F�.f•>r �, •; �.; FOP :USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. -._.
,-PROP T` Ir - ` . axe . .
D HUX" P rZb �. '
PROPCyCAEV_4 _SC+t.4Gj-xVC VEML t ' .y. i _ __ 21. A 4" PERFORATED '. CH 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
a �'_ 'J, r - 1 Medium Sand
L__ cACT LOCATION PER OWNEK v •
• 4i �' «• ..• �, t C DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE A
( �,t0 GC-2 ! AP O_ : 2.5Y 6/6 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS
71
3
PROPOSED r , _� 2 OWNER i APPLICANT ! CONTRACTOR SHALL BE kESPONSIBLE. TO OBTAIN ANY AND ALL
INSPECTION 3) '1tJMi' iTYt ( t; _. -� r
PORT y TP 2 ` r �°' , REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT
.. ,. 7x5' W ti I
T P 3 •, _, ..r LOCUS PLAN
a 28x0' ` -
(5 TP 1 2) 1 ` l ~ ,� � y OPOSED SCALE 1" = 1000'I 132' -J F
` 16. 0'
r Y `
0 27x5' TP 4 5 \\\�. ►- x29.G
` 28x0'� PROP "D-BOX�F !, `'� ' No Mottling. Standing or Weeping Observe,'. -
s
'�'�' Benchmark DESIGN DATA TEST PIT DATA
LEGEND
MAP 140 �O° ` 6) RESFRVE x28. 4 Nail in 15"Tree, PERC NO 21-162
�' � Elev = 30 00' NUMBER OF BEDROOMS ;L}CISTIIVG( 4 EXISTING SPOT GRADE
LO! 'E'' �9 '��'` INSPECTOR: David W. Stanton(BOH)
Approx. M S L
NUMBER OF BEDROOMS ,DESIGN) -6 EVALUATOR. Mtichael Pimentei EIT. CSE EXISTING CONTOUR
67 61' t t E_ I"T; , F,r Faf 84 55' e DESIGN FLOW 110 __GAUDAY/BEDROOM C S.E APPROVAL DATE.-Oct 27. 1999 ��
'+; PROPOSED CONTOUR
_ S89` 43' 10"W Ti ki ;.��'; c} F,! S89. 43' 10"W - r June 10. 2021
! TOTAL DESIGN FLOW_ 660 _ GALOAY DATE
-- -- 50 PROPOSED SPOT GRADE
\� DESIGN FLOW x 200 -= 1.320 GAUDAY TEST PIT# 3& 4
- - ELEV TOP = _ 28.00' _ EXISTING GAS LINE
USE PROPOSED 1.500� 1000 GALLON SEPTIC TANK_ ELEV WATER = < 17 00 FXI�;TEN;- '_; :'. R ��::j� ? Of!nE_`
MAP 139 MAP 139 SEPTIC TANK SIZING PERC RATE = -_ _� EX!STINC� VvA�Eft !-;y�.
LOT 34
USE. PROPOSED 25001 GAL. �' COMPARTMENT SEPTIC TANK DEPTH OF PERC = � ��- T
---___. -- -- - � TES� P! LCCATEi�IV
COMPARTMENT 1. TEXTURAL CLASS - 1
DESIGN FLOW x 200"�� = 660 x 2 = 1.320 GAL/DAY (MIN REQUIRED) '� G PROPOSED 2.500 GAL 2-COMPARTMENT SEPTIC TANK
MAP 140 DESIGN CAPACITY = 1.500 GAUDAY (PROPOSED! PROPOSED a" SOLID SCHEDULE 40 PVC PIPE
u1 LOT 183 q c_ - ---I
o" zs oo'
o rs? COMPARTMENT 2 A Loamy Sand I
41.973t S.F. Ln DESIGN FLOW x 100%, - 660 x 1 = 660 GALiDAY (MIN REQUIRED) 10Yr 3/1 ' PROPOSED DISTRIBUTION BOX
--- -' 50'
cc DESIGN CAPACITY = 1.000 GAUDAY (PROPOSED) 6 ' �?
! U PROPOSED 500 GA(. i.ON i-?-2P, I E AC;1 iING CHAMBER
6 Loamy Sand
10Yr 5/6
INSTALL 5 - 500 GAL. CHAMBERS w/ STONE 25.00'
- _
SIDEWALL CAPACITY REV. DATE i E+Y AP!= D I DE•SCRIP 11ON
ILENGTFI + v�JIDTH) k2 SIDES) ;2' iitGl;) (0.74 Gf�DiS F.I - G;;L DA'r" PROPOSED SEPTIC SYSTEM PLAN
( 2' ) ( 0.74 GPD/ SF.) =187.5 GAUDAY
PREPARED FOR
NOTES. BOTTOM CAPACITY C Medium Sand ROBERT B. OUR CO.. INC.
2 5Y 6i6
1 ) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF _ (LENGTH x WIDTH) (0 74 GPD/S.F ) = GAUDAY
-- --~ (50 5' x 12 83') (0 74 GPD/S F.) = 479.5 GAL./DAY I
EACI! SEPTIC SYSTEM COMPONENT - LOCATED AT
2 ) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE TOTALS: 37 RAMBLER ROAD
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT "v„ t��'1 f ---- OSTERVILLE, MA 02655
DATA SHOWN ON THIS PLAN REPORT TO ENGINEER AND LOCAL BOARD OF ��it TOTAL NUMBER OF CHAMBERS 5
HEALTH ll= SOILS ARE NOT CONSISTENT WITH TEST PIT DATA Q TOTAL LEACHING AREA 901.4 SO.FT 132 __ - SCALE 1 INCH = 20 FT DATL JUNE 28, 2021
- '� RO TOTAL LEACHING CAAPACITY 667.0 GAL./DAY r 10 29 at
3 ) PROPERTY IS NO1 LOCATED WITHIN A MASS DEP APPROVED ZONE 11. - �ARN R TE W A No Mottling. Standing or 'JVeeptng Obbervedn�K-ftCHR
WELLHEAD OR GROUNDWATER PROTECTION OVERLAY DISTRICT OR NItDF pAESTUARINE WATERSHEDS (30 PREPARED BYRESERVED FOR BOARD OF HEALTH USE JC ENGINEERING, INC.
4.) SWING TIES SHOWN ON -THIS PLAN ARE PROVIDED ONLY AS A COURTESY 2854 CRANBERRY HIGHWAY
FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS No
EAST WAREHAM, MA 02538
IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL
NC+TIFY ENGINEER I1-' MEASUREMENTS APPEAR 1-0 E3E !N�C;r:►?E T SITE PLAN_ :� 508 273 037'
SCALE 1 "�
( .,.. P., 'a:'.. ..�r p .J P.' I, r..'gCRPC c'r At.. N:,