HomeMy WebLinkAbout0181 WHITE MOSS DRIVE - Health 181 White Moss " Yv-e,
Marstons Mills -
A = 046-148
I
TOWN OF BARNSTABLE
LOCATION I 5? SEWAGE# 0700-)Q 0
? VILLAGE MA JX\,il� ASSESSOR'S MAP&PARCEL L — ]�y g
INSTALLER'S NAME&PHONE NO.�,c.ac��t Truer frc',e,Citf�`\nt
77 7•6p�'
SEPTIC TANK CAPACITY
, - f
LEACHING FACILITY.(type) (size) s"` x %a,$-'x
NO.OF BEDROOMS
OWNERi
PERMIT DATE:TW n COMPLIANCE DATE: i -K p
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility I Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY��e �s j '•1a.(�•t�is�A
rv,o,fS L.
ul
`V3 "
33`6�� �t
- �
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
0(ppliLation for Vspo8al 6pstrm Construction 3pffmlt
Application for a Permit to Construct( ) Repair( ) Upgrade(•/Abandon( ) ❑Complete System Individual Components
Location Address or Lot No. C -S Owner's Name,Address,an Tel.No.S�� �g`C 'a 6�
VV�4.N39:'S,/�hi\• ���15 5r °N�"t'V,^ 4 T--� JC.�� k��V'�✓�
Assessor's Map/Parcel 4YC t�` � �; 4v\o 5 S I-, qvN,T,\ Da �F
Installer's Name Address,and Tel.No.G'Q)'�?' �?3"Q6 "„� Designer's Name,Address,and Tel.No.SZ 7E3-3Q3—33!(
�j�c�.� �,oO��..s— �.aC�+a�'.I�►� �.(,G.Y-br N�m..1.5'�'�v��.�
� y-�
Type of Building: �--� �
Dwelling No.of Bedrooms ] Lot Size 9 1,��� sq.ft. Garbage Grinder( )
Other Type of Building CGS No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date 8 Number of sheets Q Revision Date
Title
Size of Septic Tank Type of S.A.S. C(3 ie'\e C^,A �y,e
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) �►. — ��- _sp
Sba C �,a.,.a ac,ca C L.,A.,,,.�n,� �' _f/ '
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of.Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board f h.
Si ed Date' ^
Application Approved by Date /
Application Disapproved by Date
for the following reasons
Permit No. Z �_ Date Issued }
Fee C
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye�
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ftpfication for Misposal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade(Abandon( ) ❑Complete System Individual Components
Location Address or Lot No. ,g t c T� V\&0_,;,S Owner's Name,Address,and Tel.No. •G 5/ •2\6 3
vv�.uN�`G✓�,�'M>>l5 S",''.;.-�-Y�,a r�L Sc,` ��uJ�
Assessor's Map/Parcel C, ct� d
Installer's Name,Address,and Tel.No.SC�` rc�6p Jr' Designer's Name,Address,and Tel.No.Sb 70-36p--33,/
�C.ec��` R,�4`fir- `C.�G.�aC,•o`�^./�� '(�1�� .�..l'.-t @r�V�.S�"�V.0.
Type of Building:
Dwelling No.of Bedrooms LotSize � sq.ft. Garbage Grinder( )
Other Type of Building ` 1! Ndof Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided ?S=(`� gpd
Plan Date ( Number of sheets Revision Date
Title �^
Size of Septic Tank Type of S.A.S.67)
Description of Soil , F' o X
Nature of Repairs/for Alterations,(Answer w/\hen�applicable) CS T7I_ �-Z Noz�zA
�e /p
'�`� `fir \! G\T\ .A r•.J v �./
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of alth.
Signed Date
Application Approved by Date O
Application Disapproved by Date
for the following reasons
Permit No. ;�2 6:::- f? ---r', Date Issued
---------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(y_�
Abandoned( )'by �a �—`"���s—/' F,
at _ (.. has been constructe in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. r rr dated�N a
t
Installer._ ; r ,Q� �ter- ys.,,� Designer
#bedrooms �� Approved design flow gpd
The issuance of this p rmit shall not be construed as a guarantee that the system wil fun 'on 2design -
Date U Inspector
No. �OrInO Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction Permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade(v}� Abandon( )
System located at C st �� '�� �, <'
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
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 ��`� / J Approved by
Town of Barnstable
Regulatory Services
Richard V. Scali, Interim Director
• BARAiBpABIFw •
Public Health Division
6
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Desir—ner Certification Form �p
Date: Z- Sewage Per'mit#acO�-C)08 Assessor's Map\Parcel `l� I
Designer: V (� Installer: �,cam, -- ,e V,,
Address: �� �� Address: Po �x�(
On( O a a �ca�t�,o r-vi, r�-r`�, as issued a permit to install a
(d te) (installer) ---' "
septic l stem at ff � ��"OS5 �� , sw �ep y ��/ � � I""� based on a design drawn by
(address)
✓ / 23 dated �,a .
.(designer) A ti
Yf
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 and the soils
were found satisfactory.
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 Regulations. Plan revision or
certified as-built by designer to follow. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in compliance with the terms
of the I1A approval letters (if applicable)
DA
( ns ller's Si nature) j .ER
. 1140
esigner's Signature) (Affix ere)
PLEASE RETURN TO B TABLE PUBLIC HEALTH D ON. CERTIFICATE
OF COMPLIANCE WILL T 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
_ Y
TOWN OF BARNSTABLE
LOCATION/0% ' "Ji iG Moo rD/Z, SEWAGE # 7- //F
VILLAGE ar5Th v m;11 ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO. �
SEPTIC TANK CAPACITY �jd Cry/
iLEACHING FACILITY:(type) le- (size) �6 �/
NO. OF BEDROOMS 3 PRIVATE WELL OR BLIC ATE
BUILDER OR OWNER 4:P,4&Aj ft l it k Lev • (6/t e.
DATE PERMIT ISSUED: /b� 7
DATE .COMPLIANCE ISSUED: -7
VARIANCE GRANTED: Yes No -/
ASSESSORS MAP NO:
PA�CEL NO.: XOFfMASSACHUSETTS
J No................_....�.. ..........._....._.....
THE COMMONWEAL
AA nn ABOARD OF HEALTH
I Ib 11Q Uv ..._..OF.........fD* . A .......................
Allpfiration for Diu uuttl Vjarkg Tonutrur#inn Prrutit
Application is hereby made for a Permit to Construct (%/) or Repair ( ) an Individual Sewage Disposal
System at:
1.....!:aYi-Tc.....
...............................
Loc 'on-Address,
....�� •� t
:..•................. ........ >�..._ � •�`
Owner ►'l cam ddress
-----•---•-• . ...... - ........
Installer Address S.—
Type of Building Size Lof ....... �. Sq. feet
Dwelling—No. of Bedrooms.._....................•_......_......Expansion Attic (NO) Garbage Grinder (NO)
'4 Other—T e of Building No. of persons............................ Showers — Cafeteria
C4 Other x ures ----------------------------
Design Flow..•...... .�...•....................gallons per person per day. Total daily flow............._.� � gallons.
W ----.......
R: Septic Tank—Liquid capacity..140D.gallons Length................ Width................ Diameter................ Depth................
Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... leaching area.......__._. .._.sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
LC
'-' Percolation Test Results Performed by.. l�t ._. _ /A� f �. a �_-_..._.....ate
Test Pit No. 1 minutes per inch Depth of Test Pit....._. Depth to ground water..
� �3----- P P �-----• P to - -
(s, Test Pit No. c„n Q' minutes per inch Depth of Test Pit.................... Depth to ground water........................
04 •-•-•-.•••• ....................................---•--...._.._.._......-•-------•...............---....--
O � ��o ti M_.`P.. 5-�-
x Description of Soil•. .....-� - .I - ---•----- - -•---•-•-•--••---
.......l ..... ? 'ram'' -� ._.�P J�v4 C --� n��--•---•---••--•-••-•--------•------
W •••-----••••----------------•------••----•-•--._._..............---- ............................................................_ ...---••-----------------•-•--------------•-•------•---•----
U Nature of Repairs or Alterations—Answer when applicable.....................................•.._._................_......._..._...................._..
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with
the provisions of iITL U, 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been ' ued by the board of health. ?
S.
:_:.. .. ..-./�.......`• •................ •••..� .Day. ......?
Application Approved BY -f�` ...................... --.3 1-1?-...............
Date
Application Disapproved for the following reasons:................................................................................. •...._..._......._...
.....................•--•.--••-....••----•--•--•-----•-•---...... ..•-•••••••-•••.......-------•••--•-•-----••-._..............--••....-•--...-•-••-••--•--•-•----•--•-----••••••••-••• -••-------
' ' ts
---....-•-....Date
Permit No................. ......... .- --
.••---•--------------------. Issued-------------•---------•---- •-•----•---
Date
1
c.
No 1. w
------
THE COMMONWEALTH OF MASSACHUSETTS.
BOARD OF HEALTH
77
..............r0A,010......OF.........12A!�-A_,
Appliratinn for Disposal Works Tonstrurtion .r0mit
Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal
System at• _
Loc tion Address
:..t.!:� ....... .....................
. ......... } ....
� e7C C mot.✓ .511 e 1 i� Address
....- .. .
M Installer
Address �� --
Type of Building Size Lot......./..:...........r�..Sq. feet
U Dwelling No. of Bedrooms........ ...................Ex anion Attic R%� �
►-� g— •---•---• p ( ) Garbage Grinder ( O)
aa Other—T e of Building
YP g -•-•------------------------ No. of persons............................ Showers ( ) — Cafeteria ( )
dOther fixtures --------------------------------- • •-----•-•--...........--------------------......_..-------•.•--•-- _---
WDesign Flow......... ................................gallons per person per day. Total daily flow........... • ..............gallons.
WSeptic Tank—Liquid capacity._LM( 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 ar ...... ...sq. ft.
Z Other Distribution box ( ) Dosing,tank ( )
'-' Percolation Test Results Performed by... :�✓-Y_. . (h`-f �'--- A'2 •---�-- :�D e...9.-- ............................
a
j Test Pit No. 1 ASS.....minutes per inch Depth of Test Pit....t ..... Depth to ground water._
fT4 Test Pit No. k/T n.5;�niinutes per inch Depth of Test Pit.................... Depth to ground water.............:............
`-------------- -. ---------••-................ = -.,.
O Description of Soil_. _' }tea 4, ` ... ► r
- 1 T � C A-S P �P JrG%C
........ .......... .................................................. .........................................................
. . 1......-•---------------------------•------------••-------•--------...-•-•------••---•--•-•-•-----------••--------------------------•--- ------------...........--------.......----•-••••...:.
U Nature of Repairs or Alterations—Answer when applicable.............. .....
.............................................__...........__._...:..._......._.: �^
----•--•---------•----------•---••----•------------------------------------------------------------------------------------------•---• = ..:.
Agreement: \
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with k
the provisions of TITLE 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been imued by the board of health
Signed.. � ........ ........•-- -
Dat
Application Approved B ..................................----'
f/
PP PP Y ....:7_..._ -�a _..._.... - — ..------.
-:......Date
Application Disapproved for the.following reasons------------------------------------------•------.-.--------•--•--•-•----..�...::-'' ------.___
.............................•-•-------•--...---..........--------.......-----•-••------.....-•-----•......-•---•-----...--------..........------......-----......------•--•-•--•---- •••••••-•-•-
Date —
Permit No......... :..� .._.......- - _�.._ Issued.................................................-•-----
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.}. .. ................�"................
Trrtifiratr of Toutpltttnrr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ') or Repaired ( )
by------ ,1 r`�'1!. ........J�fad:•�-F-.r•�'-C10.64:............................................................................................
has been installed in accordance with the provisions of TI.T.W, The State Sanitary Code s delscribed in the
application for Disposal Works Construction Permit No...........................1..j... .. dated------- _ ................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE....... .... �1...�-. T--- $. ...... •••--• Inspector .. _
.. . ..................
THE COMMONWEALTH OF MASSACHUSETTS
_ BOARD_OF HEALTH
1 Ga .t.. �.�.. !A°�.......O F...... 1 � � ..� .. f'��`��.......................... is
No...................I--� Fim........................
Disposal Works Tonsirnr#ion rrnti#
Permission is ereby granted... ! ::. f ...... .....................................•......- •-••-•................-----
to Construct ( kj or Repair ( ) an Individual Sewage Disposal System
at No........ T..:4 `' 1; ._... .> . {T ?° _ ............
fly -`-�.�...__ ............
Street r y — .. %
as shown on the application for Disposal Works Construction Permit No ..k..........�` Dated ;: -`
.......................................................--..............................................._
••- Board of Health
DATE........... — G -
7..................
-FORM 1255 A. M. SULKIN, INC., BOSTON
i
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eve
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- �� I f r G►v t k 4 F Y�Y.r 3 iV} 1 �
Z 2 -55 <
10
ry �
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1,jkI-re 4055 Df2/ VE
Rf�CF,? j
LEGEND •r%�� Jr
EXISTING SPOT ELEVATION QxQ- DAVID
—
PROPOSED SPOT ELEVATION LQ,Q� .f` MAlil11(J0 �"
:9 �y CIVIL V31;% ��N Of
EXISTING CONTOUR ---0——— `a No.3> >s p `�
PROPOSED CONTOUR 0 ,\.� 'A�c. R081
NOTE THE LOCATION OF ANY UNDERGROUND '° CIS
SEWERAGE,WELLS, OR OTHER UTILITIES SHOWN ON s/ONA i r�
THIS PLAN IS APPROXIMATE ONLY AS DETERMINED , 4 1341 0
FROM RECORDS AND/OR VERBAL INFORMATION. 9fCISTER�� Q,�
THE CONTRACTOR IS RESPONSIBLE FOR THE NA I LN 0
VERIFICATION OF THE EXISTING LOCATIONS IN hh
THE FIELD.
.
ILy
REG[STERE5 MOM' LAND
LEVY & ELDREDGE ASSOCIATES,INC. CLIENT
_
ENGINEERS — LANDSCAPE ARCHITECT$ JOB NO,.LP. ?
PLANNERS — LAND SURVEYORS DR.,BY: IN �4
889 WEST "N STREET
IL.LE, MA►. Qa632 SHE ET OFF SCALF1 �:''¢ D ' DATE S
Y) °`v �• • .••• C"IIVG P/T .4RE '/✓JOKE TH.9N /2"d��.unr
/N• ��4"o/A. GR.4 OE'� fa 24�0/AMETEK CONCR.�T�-.C•Ot�E.EP'.
); SCHEDULE +0 S,►,rALL BF BRDUG.NT To 6RAvE.( iA v EX7RA
)' CONCRETE P.V.C. P/PE f=+EAYy CAST /.PON CO t/�R Sf�i9 L L L3E USEO
)t M/N• P/TCN
� PER FT.
Af
COVER CLEAN .SA NO
41 A -�� BACKF/LL
M.
-q"DIA. —
' - '•••' 2'LAYER
' TT7TT7T-y'-i r'rTTTT'rT-'�7 _
' ' d •: SCNEO Ul_6�O 0 4 Qr I/8 -'vB
. T • ' oo • • • • • • • • 1 0 oe yyA S HED STi7NE
;d MIN. P/ T
DIS , • • . • • • • 1 ! • a
SEPT/C TANK BOX o ° ! • • e • • • • • �•° 3�a - / /2"
` WA5H.ED .TONE
e •� 0 1 • • OBpTN • • 11 ; po
::"`e l��x 2• S� .77�,S�-P� a •Qoo / • • • • • • • / o p o - PREcAST SEEPAGE
s p, 1 • • • • • • • 1 D >ep P/TOR EQU/V•
/NV,`-A-r ELEVATIONS 0 L.S
/NYERT AT BL//LD/NG .SO FT. �/? r�' �v-�/ D' SCE PD 6 Fr O/.4I"t•v/.4M-
C SEE 7;'WVL-A rJ OAV)
/2 FT
/NLET SEPTIC TANK 9G -3c> FT
OUTLET SEPTIC TANK li --1'2-Fr GRpUNO p4ATER TABLE
INLET DISTR/DUTION BOX 9S.90 FT SECT/ON OF
OIJTLETDI STR1,edr1ON BOX FT S�yVAGE O/SI�ASA L SYSTEM
/IET LEACHING PIT
N 95.54 F 7jgBULAT/ON
� t,Ei4C/c•�/NG P/T ,,�
SCALE
/•- O.. DIMENS/ON Ate[—FT.
DES/GN CR/TER/A
D/MENS/ON C�_FT. i
=_ NUMBER OF BEDROOMS
G�aRBAGE D/SPO SAL- UNIT A SOIL LOG SD/L TEST
TOTAL t�sT/M�Eb FL06V.33 C�G.4L.�DAY SO/L TEST Al SOIL TEST�O�2
ELEY. / 5 ELEY• E OF SOIL TEST 9 ��
(UMBER o 4-ACNING Plrs / ` — ,!` PAT
f •r"14C/{Ef3�✓
S/OE ZEACH/NG PER P/T /S/ 5lig fT. o TQP RESULTS I'V/T/VES'SED
��� PER COLATION /l.4TE / � Ml /N Y
60TTOM LIEr4CNlNG PER P/TL's�—SQ. /CT. 'Sc1�So/L-
�� _ AE1lCOL.4T/oN RATE2
TOTAL LEACH//YG AREA SQ. 'F,T. 2 /3• �k
RESERI�E LEACNlN6 AREA SQ. F T.
/yEDi U/�! O/.0 4d i2S
s P. PO
SOT /
DAVID ��\� fcf�y
MARIANO
41 clva� -�� LEVY & ELDREDGE��&S0Q q
�No 1 / 889 WEST MAIN STREET _CENTERV1llE MBE - p
L \ ' NG•G I[O UND 1-YATE�' ENCD UNTEREo CL/CN7T tf ..
i G1 RO UlV0 WATER AT ELEI/ JOB )VO.
....
1
LEGEND MARSTONS MILLS
1 16 B rE
E N C H M A R K PROPOSED CONTOUR z o ' s r
181 WHITE MOSS OR.
S TOP OF FOUNDATION ® PROPOSED SPOT GRADE
NrO G)1 63. ' EL. 102.0 _ V
`3 BARNSTABLE GIS DATUM — 98 —— EXISTING CONTOUR � 3 /
F + 96.52 EXISTING SPOT GRADE q 1�
LOT 21 3
W— EXISTING WATER SERVICE cNoo�.
AREA 2-2,559 of I - 5
19 TEST PIT
a�vll
ods
-- \ 01.2
101 pSP�
EXIST. 1000G
�� � i LEACHING PIT TP-1
(S LOCUS MAP
TP-2 125� + 101.1 LOCUS INFORMATION
PLAN REF: LCP
l TITLE REF: LCC 164488 B
o / PARCEL ID: MAP 046 PAR. 148
1�1 , EXIST. 100013 PROPERTY IS IN ZONE II, ESTUARIES PROT.
`� �� SEPTIC TANK 00 FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE
c!� c ry
u �� (\ SEPTIC SYSTEM
w '0-
REPAIR PLAN
+ 101.33 LOCATED AT:
181 WHITE MOSS DRIVE
1
+o
101.08 X�ST�NG MARSTONS MILLS, MA
WELUNG PREPARED FOR
o
JI M & MARY SULLIVAN
TOP
EL - OF- FNGN �� READY ROOTER EXC.
I / 702. 0 JANUARY 23, 2020
CA W
I G I i
.O OF ,ygss9�
o ARREN M. y ,
NITAR�a�
I
A 11 ' �` - MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
a \ meyerandsonstitle50gmail.com
SHEET 1 OF 2 J 1894
ELEV. TOP NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS ~
DROP FND. BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE r
(Existing) FINISHED GRADE (101.20)
102.0 F.G.EL• 101.2 F.G.EL: 101.2 F.G. EL 101.3 ``
-- \
R MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
'Y F.G.EL• 99.58 ' ;, % 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2"
STONE OR FILTER FABRIC DOUBLE WASHED STONE
6 " 4" SCH 40 PVC
10" 6 aaalr'3• O ®aaa
14 ® S= 1% (MIN. ®®®®®a®®®®®
TEES ARE TO BE INV. 98.05 )
4" SCH 40 PVC 2 EFF. DEPTH aaaaaaaaaaa
INV.98.25 INV. 97.85 4' 2 X 8.5' 4'
Ea
• •EXISTING OUTLET BAFFLE PROPOSED DB-3 DISTRIBUTION BOX.. EFFECTIVE LENGTH = 25'
. •. •. • . . .
INV. 98.50 (1-120) INV. ELEV.= 97.70
EXIST. 1,000 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON ���� OFss9 `` BREAKOUT
OUTLET TEE AS MANUFACTURED BY �``' ELEV.= 98.70
N0 TUF-TITE, ZABEL, OR EQUAL a� D MEYERARREN M TOP CONC. ELEV.= 98.70
1) CONTRACTOR SHALL VERIFY ALL EXISTING •-� •: '� '
PIPE INVERTS PRIOR TO CONSTRUCTION `' N . 140 • INV. ELEV.= 97.70 as
2) TANK/D-BOX SHALL BE SET LEVEL AND TRUE TO aaaa®®®
GRADE ON A MECHANICALLY COMPACTED SIX -P��y� aaaaaaa
INCH CRUSHED STONE BASE, AS SPECIFIED INNITAR�a� BOTTOM EL.= 95.70 ®®®a®®®
310 CMR 15.221(2) 3.75' 5 FT. 3.75'
3) INSTALL INLET & OUTLET TEES W/ / , 1� SEPARATION 5.60 FT. EFFECTIVE WIDTH = 12.5'
GAS BAFFLE AS REQUIRED
SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL: 90.10 SOIL ABSORPTION SYSTEM (SECTION)
(500 GALLON LEACH CHAMBER)
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOGS P#: TPT-20-12 DESIGN CRITERIA
BOARD OF HEALTH AND THE DESIGN ENGINEER. NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: JANUARY 16, 2020
OF THE STATE ENVIRONMENTAL CODE. TITLE V. AND ANY APPLICABLE SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF)
LOCAL RULES AND REGULATIONS. DESIGN PERCOLATION RATE: <2 MIN/IN
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WITNESS: DAVE STANTON, BARNSTABLE HEALTH DEPT. DAILY FLOW: 110 G.P.D. X 3 BR = 330 G.P.D.
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE GARBAGE GRINDER: NO not designed for garbage under
DESIGN ENGINEER. Elev. TP-1 Depth Elev. TP-2 Depth
( 9 9 9 grinder)
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 101.1 0" 101.2 0" SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXISTING 1,000 GAL SEPTIC TANK
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES. FILL FILL LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 100.35 9" 100.37 10"
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF A LOAMY SAND A LOAMY SAND USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4'
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 10YR 3/2 10YR 3/2
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 99.85 15" 99.87 15" STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. B SANDY LOAM B SANDY LOAM
S.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 97.85 C 10YR 6/6 39" 97.87 C 10YR 6/6 39" BOTTOM AREA: 25 x 12.5= 312.5 SF
• TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SIDE AREA (25 + 12.5) X 2 X 2 = 150 SF
ST
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PE0 a. 995.80 TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D
CONSTRUCTION. MEDIUM- MEDIUM-
10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. SAND SAND DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 2.5Y 6/4 2.5Y 6/4
12' AND IS NOT PLAN S TO BE TO BE CUSED FOR ONSIDERED A PROPERTY LINE SYSTEM PURPOSES
SUORVEY ONLY 90.10 ,32' 90.20 132' PROPOSED SEPTIC SYSTEM UPGRADE PLAN
13. NO PRIVATE WELLS WITHIN 15V OF PROPOSED LEACHING.
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. PERC RATE <2 MIN/IN. ("C2' HORIZON) 181 WHITE MOSS DRIVE, M A R STO N S MILLS, MA
15. ALL PIPING TO BE 4' SCH 40 • 1/a"/Fr (UNLESS SPECIFIED) NO GROUNDWATER OBSERVED
Prepared for: Sullivan/Ready Rooter Exc.
Design and Site Plan by: SCALE DRAWN DATE
• 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 P BOX &SONS,INC. N.T.S. DMM 01/23/20
PO
to conduct soil evaluations and that the above analysis has been performed by me consistent with the O OX981 REV DATE
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam In October. 1999. E4STSANOWICH,MA02637 CHECKED SHEET NO.
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