HomeMy WebLinkAbout0106 BARNICLE DRIVE - Health 106 BARNICLE DRIVE
Marstons Mills
A = 076 — 053
9
TOWN OF BARNSTABLE
Is 7i01 —3 3
LOCATION SEWAGE#
4
VILLAGE SESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. 2'
SEPTIC TANK CAPACITY z
LEACHING FACILITY.(type)2 (size)
NO.OF BEDROOMS 3
OWNER
PERMIT DATE: S--/� COMPLIANCE DATE: a
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 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 1hi cility) Feet
FURNISHED BY
35 nzrA
2-A
21.E
Aq 5s �� 4
04
4
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered;ncomputer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
application for ]Disposal 6pstrut Construction j3Prutit
Application for a Permit to Construct( ) Rep$ir( ) Upgrade 4 Abandon( ) ❑Complete System ndividual Components
Location Address or Lot No. b ct I Owner's Name,Address,and Tel.No.
Assessor'sMap/Parcel hjL-bS4
Installer's Name,Address,and Tel.No. esigner's Name,Address,and Tel.No.
IE
Type of Building:
Dwelling No.of Bedrooms / Lot Size sq.ft. Garbage Grinder( )
Other Type of Building J No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) P® gpd Design flow provided 6S u Y• gpd
Plan Date q q Number of sheets 2 Revision/Date
'
Title b�j I� ► A
Size of Septic Tank i�� U Type of S.A.S. r6b 4.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)_ � ��6� 26 2 <TM a . C,f ll 6 1t (WJI��
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 e PE nmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board f H
Signed Date
Application Approved by Date — �(
e�
.Application Disapproved by Date
for the following reasons
Permit No. ;?-O( ( 3% Date Issued �'
s
ti AD
No. Fee. .
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
21pplitatlou for Misposaf *, pstem Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade(V� Abandon( ) ❑Complete,System ndividual Components
Location Address or Lot No. l bbLAC. ✓. Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel ' E, —� j�l r /P(k� 11 v,*
` Installer's Name,Address,and Tel.No. esigner's Name,Address,and Tel.No.
4o
Type of Building:
Dwelling No.of Bedrooms 2 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers'( ) Cafeteria( . )
Other Fixtures a
Design Flow(min.required) 3 3 Q gpd Design flow provided :3 W gpd
Plan Date �_)q r i a Number of sheets 2 Revision Date
Title (t
f
`.� Size of Septic Tank Type of S.A.S. Ats
E Description of Soil
i
Nature of Repairs or Alterations(Answer when applicable)
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 Titleffthenmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this B
Signed Date L
Application Approved by Date —(
Application Disapproved by Date
�., .for.the.following reasons
Permit No. A 01 3-31:; 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
Abandoned( )by
at \�„ �l► �t('(may • has been constructed in accordance c�
with the provisions of Title 5 and the for Disposal System Construction Permit No.dP O f`W dated
Installer h lhc F gyab +'� Designer
#bedrooms �, Approved des- flow gpd
The issuance of this pe it hall not be construed as a guarantee that the system will cti as esigned. n
Date { I M Inspector
------------------------------------------------------------------------------------------------------------------ ------- -
No. t--%�—f Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
]Disposal *pstem Coustruttion permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( Abandon( )
System located at
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 Approved by
r�
Town of Barnstable
oF,tiE
Regulatory Services
Richard V. Scali,.Interim Director
• BABNSTABLE.
S.
i63934• Public Health Division
�`��
AlF°nnata Thomas McKean, Director
200 plain Street, Hyannis, MA 02601
Office: 508-862-4644 Fax: :iOS-?r30-fi304
Insta-ller& Designer Certification Form
Date: 'I k I k--k Sewage Permit# 2tIl 3)G Assessor's MapTarcel 0'7 G -10- 3
Desi(Iner: 0 f x$ lvi Installer: 0,3:n n'5 Zr cc.vo,A CtPN
Address: )Z Address ` o (�:,ref �tca
MA
-- ..—._ 6
09
On 1 �b �o:�Y,`s Gic ccvat-:c�- was issued a permit t_ o install a
date 1
(installer)
septic system at la(D 1�o.c rot �� 1 c)( �'P _based on a design drawn by
(address)
/tc r n 2eli`r1 c� 6 Ucs✓I(s. I dated S--d
�-/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 refferenced 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.
L(li
ify that the systern referenced above was constructed in with the terr)is
r [`,A.approval letters (if applicable)
TEE
er s Signature cNIL
Np.35'►t)8
(Designer's Signature) (Affix Designe.. ..ere)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH. DIVISION. CERTIFICATE
OF COMPLIANCE `'i•'ILL. NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUIL'r CARD ARE RECEIVED HY THE BARNSTABLE PUBLIC .IIEALTI-1 DIVISION.
THANK YOU.
Q.'.Scptic`,)esigncr Certification Form Rev 3-14-l3.doc
Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backfili.The
engineer did not supervise construction of the system. The installer assumes responsibil`ty for all materials,workmanship,backfilling
to specified grades with proper compaction and setting risers.=covers as shown on the design plan.
I
OCATIONS°� SEWAGE PERMIT NVV
_ jQ7--0 yi_Z.ldrt.✓irl,,v— ,Z2&-,yd
V1 L,,AG E
oe22dd S73N
�IN.STA LLE`R'Sj NAME & ADDRESS
�,,1.�gAf/s
BUILDER OR OWNER
DATE PERMIT ISSUED
D A T E COMPLIANCE ISSUED
f
� v
expANsi#w
The
f�
b-7p �� �
No................. .... Fps............................
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
�^
Appliration for 14"asal Workti Tnnitrurtinn Virnfit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
Locati n-Addres or No.
Owner Add s
m z°7`- �3��1.. . ... l s. _ ..._ �/s:..........................
Installer Address
QType of BuildingA �'"� �, Size Lot............................Sq. feet
U1-4 Dwelling—No. of Bedrooms..........3...........................Expansion Attic (11o) Garbage Grinder A
0er4 Other—Type of Building +o. of persons............................ Showers Cafeteria ( )
p' Other fixtures __________________________________
W Design Flow...........0,3.0....................gallons per person per day. Total daily flow.............!F fib-------------------•gallons.
WSeptic Tank—Liquid capacity./8.dd..gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No. .........:.......... Width.................... Total Length........... .... Total leaching area....................sq. ft.
Seepage Pit No---------I---------- Diameter........S .
...__ Depth below inlet_ ..._� __... Total leaching area....Z..a--/.sq. ft.
Z Other Distribution box ( ) Dosing tank ) bh 7Z�
Percolation Test Results Performed by eg 60- 41 ..----- Date..._.e�1 /
a , , �__. _.....
Test Pit No. I................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 -----•......••-----•.....� =................................................ 30----.-_---�------ �-•-••�-0--�-----_-_-.-_--•.•-�--..----
O / Zescrtonool _- 'Q---A ... LL ----__
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 iII Lis 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has b i ued hyt,%bd of health.
g
Si ............ ..... 9/7
/Date
Application Approved By. - . •••. •--- --l.!J/.1 - - / � 7r�=-----
�� Date
Application Disapproved for the following reasons-...............................---------------------------------------------------------------------•-••-••--.
......--••---------•--.....•--------••---•--•----------•----------------------•--•--•--------•-----......--•-•-•----•-•-•-•-------•--•••---•----••-------------•--•---•--•----•----------------•--•-•-•-
Date
PermitNo......................................................... Issued-.......................................................
Date
No. -�°�.° . ....... FEs............... .............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
6V ...........OF........... I' ...._1' ...................... [M off G
M1:.
Appliraation for Rapos al Works Tonitratrtion Famit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) .an Individual Sewage Disposal ter.
system t N�o.
.........................
......... ..............
-`�- •-
Lyy��rr°ion ._dresC§%.N �
o
v .........
......CIEZA .9.r Acid e!s s
' 701C � 'T -40
2�5 �o _"'-•�/� - ---------------•---
------...-•- Installer { t Address
Q Type of Building ) ize Lot............................Sq. feet
U Dwelling No. of Bedrooms_= .....5-...........................Expansion Attic Garbage Grinder
il _1 .� No. of persons............................ Showers Cafeteria
a Other,—.Type of Building ___._. ! S� p (/) — ( )
Otherfixtures --------------•-•----------------------••------------------------------------------------------------••----•--------------------------------_-•••--•--
Design Flow........ . allo-is per.person per day. Total daily flow_........'z"E� ....................- lons.
WSeptic Tank—Liquid capacity.? gaflons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No....................::'Width.. ....;.......... Total Length........ -........ Total leaching area..... __�_./..sq. ft.
Seepage Pit No.................... Diameter.______ ._..._ Depth below inl t .... Total leachingarea..................s ft.
PUe � �` q
Z Other Distribution box ( ) Dosing tge
( )
`" Percolation Test Results �k'`Performed by.._._... ..' ._.4`- .............. Date........./��_ �0
aTest Pit No. I................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.............................
-� ... ............................. t
2r.....- -•------------------
Descri
..
UNature 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 TITi,;=. 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has bee ue y the board of ealth.
Sie .. ---- ...........
��• e �.
Application Approved By....... �- ! •-••--•--
l Date
Application Disapproved for the following reasons---------------------•----------------------------------------------------------------------------------•----•••-
_...-•--••----------•--...-------•-•-----------------------------------------------------•------•--•-•--•-----------•••••-••-•••-•-•••••-••-----•----•--•----------••------......----------------------
Date
PermitNo........................................ Issued-.------•----------------------•---••-•----••---------..
Date
5
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...........O F.............. .............................................
CIrdifirFate of Toutpli anrr
T�ISIS TO TIFY at the Indivi ual ewa eDisposal System constructed ( ) or Repaired
g!`by _...._ ,.. ........ ....... ........ e� '^" ` ...........
-- frc ;
Sri .....
installed in accordance with the provisions of TI 5 of The State nitary Code as described in e
application for Disposal Works Construction Permit No.. _._?------2,_y -------------- dated_------- -. ._...
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A G ARANTEE THAT THE
SYSTERA `VNILL FUNCTION SATISFACTORY.
DATE............. `... !..`..7 ............................:.............. Inspector.-- - -• .... - ------------•---
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
OF............49 ,�•�o�
No........ .. .�,.,. �....... FEE.....1?_ --......
Disposa rk oni ion Urrmit /
Permission is hereby granted.......... :'.. ...... ........ /. ?_ _.__ `��"'
to Construct: ( ) or Repair ( ) a nc ivlduu I , ge Syst
at No.•-- 7 ..._. .. � 6% %G ree ,!` �s� .........44 �tL�GJ.L
3T✓Y1...
as shown on the application for Disposal Works Construction Permit o.___..___
� e ...••-----------------•-
DATE == ..--•---•---•-•-•--•••-•• .•.
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS
.� -42
2-adI Lq FL..ow = klo 4 3 =
SEPT"IG TL 1►C = 33ov ISO % • 4956.PTD.
USA IpCDC� 6AL.
t2I5Po5AL. PIT - uSE I o(=o G,aL.. �t
e;armv,//.fAL..L
tso SF
8r:rr M)rA neS._ r-;O sr-.
SO fob. A I .o _ Sb s.P v. S '�
ToT•AL. 'oESIGQ = 425 G•Pa. o .�
TzbT4L IDA-I L�4 FLAW = 330 6.P1�. Q
O
�f2GDLQTlOt.1 2laTE �� IQ Q 02
_i-1
a
-resT Tor Pwo =ico.c
a I oob 111V. '
1w. 6AL.
`1Jt3S014 -Boy. SePT-1C
INv. T/�tiiK
, 1w.
GAL.
LAN �A
4 9,. FIT `.
wlru °�
! WASFIED
I1��13 STo..1E .,
' CEIZTlF1ED �. pLbT' �-t.l.>E..,3
PgZo'P-t L-F La I A f��
GATIa�12 W o Sc a te- caC AL f 0_ Goo T'>AT M 1/
I C G.tZ T I P Y T 64 A T T N wl t_Lt tJ G, 5 t lory u PL[�t.l SZ i��'M c►�.t'
4-tFt?[=-M" Vl/ITP T►-•1i_ 51`E l._I► E
A1.tD �;ET1L'�ACK 1~'C-QUI�EMc uTS of TNI~ aT
Tm w Ls of- 3A t --7rAf- ,La
Tt. q-! ►Co 1-19 � ...+Q..- Orr7J •!- ;'�'
DA
t2CGtS'ttrZ D 't_Js.F. O �U2V .`forLS~ 1
TWIG PLA►--I (y QOT 13A/>GV 0N4 f-\&.J o5YE2vtt..LC C3 ti(ASS�
,IJ�f�?Uf✓�C_W i �Ut-�t/��{ Tt�[� c���",�Y'�i ;t-1Cits1LZ�
I•ktiT' � a�>E~ TIC)
LOCATION �• ' SEWAGE PERMIT N . /
DWI
PILLAGE
INSTALLER'S NAME & ADDRESS
5�,a4.- /c�Cl �''i.v7?►irr�i�/�,
B URDE R OR OWNER
DATE PERMIT ISSUED
DAT E COMPLIANCE _ ISSUED
i
I
��vTv�tG
l°�pANsi�N
e-
i
- 97--EXISTING CONTOUR t Dory D'r N
x 100.98 EXISTING SPOT GRADE Rigging woy
PB 272-PG 30 102 PROPOSED CONTOUR
W EXISTING WATER SERVICE C LOCUS
G EXISTING GAS SERVICE L\%e Neck h
JdGW--UNDERGROUND WIRES
TEST PIT
BENCHMARK
LEGEND a
,
�0
0
f G
lj 26� LOo U�SSMAP
2pQ LE
02"
1-_01--44
ems- 38,704f SF 1 / +96'17
_ f 91.05 / (�
98.18
�- 9 •+92.69 � �
Tp-j x
97.28 +-98.45
9A- 94.27
i T,�25'�% .
� VENT
�..:,.. 0 39�
95.15 S Pv 98.28
EXISTING LEACH PIT \i �:
CONTRACTOR SHALL PUMP, Ln `D'
FILL W/SAND & ABANDON 3 ut T 4 BENCHMARK
00 96.51 t �: TOP OF RET. WALL AT HOUSE
tc� O x 99.34 co'+94.08 EL.=100.97
O \ 0.
97.86 k 10 ,06-
6L
EXIS77NG SEPTIC TANK x 98.54 .98
x 100.62
.TOP OF TANK, EL.=95.65 + sM
99.10 � l
INV.(OUT)=94.3f - _._ ref �qC 100.97 DECK
Leo-- HOC/ .a�
100.31 x W0// EXISTING o
HOUSE(#106) RgMp o
102.13 T.O.F.=103.96f yr o P
. O N
1m ppRC GARAGE 02.:89 '
N
x
101.29
102.98 1 2.96
0�
3 102.53_•:::..:..: :...
x 102.10 '0• `AIP`•.: ':
102.22
x 102,02 wso / r,\ . .�
x �\ 102.1z r~. 02.05
3 102.01 102.23
00
o x 101,99
101.15 ` 101.85
100.76 101.64
L=102.29' 100.e1 �� D
100.01 �,R--430.00' _.
,.'`.:'?:':, 101.5 R=140.00'
99.03 99.34 99.77 edge of :''`• 101.00 s. 3j L=10.00
Pavement 12-1 3„
100.37 w 1.70
BA 1oo.a4 RNICL
OF E -DRIVE 101.10 101.07
o PETER T.
McENTEE
CIVIL
No. 35109
RfG/siv
OWNER OF RECORD
` MORESHEAD, ANNE C TR
PARCEL ID: 076-053 99�0 o POSTYROAD TRUST
MARSTONS MILLS MA 02648
Engineering by: SCALE DRAWN JOB. No. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
Engineering Works, Inc. 1"=30' P.T.M. 223-1 9 106 BARNICLE DRIVE, MARSTONS MILLS, MA
12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0.
(508) 477-5313 8/9/19 P.T.M. 1 of 2 Prepared for: Quinn's Excavation & Septic, 39 Bog River Bend, Mashpee, MA
1
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:94.00
SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE
INSTALL RISERS & COVERS OVER INLET PERIMETER OF THE S.A.S.
AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX PROPOSED S.A.S.
YCELLAR FLOOR=96.7t INSTALL WATERTIGHT RISER & PROVIDE ONE ACCESS MANHOLE TO WITHIN 3"
OF FINISH GRADE FOR INSPECTION PURPOSES
T.O.F.=9.6t(REAR) COVER SET TO 6" OF GRADE CHARCOAL
EXISTING F.G. EL.=97.8t F.G. EL.=96.3t F.G. EL.-96.3t VENT
MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
L = 36' L = 5'
® S=1% (MIN.) ® S=1% (MIN.)
-J 4"SCH40 PVC 4"SCH40 PVC
7 6"
10"I " 66 0o 66
14" 6' aa66666
Ba66a6B
EXISTING w. LIQUID aaaaaaa
LEVEL ADD 4' 4.8' 4'
GAS BAFFLE INV.=93.77 PROPOSED INV.=93.60
INV.=94.3t D-BOX EFFECTIVE WIDTH = 12.8'
(FIELD VERIFY) INV.=93.50
EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN
H-20 RATED
NOTES: TOP CONC. ELEV.= 94.6t
BREAKOUT ELEV.=94.00 -
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=93.50 ease
INVERTS, PRIOR TO INSTALLATION. aaaa6 a0eaa
aaa® eases
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV.=91.50
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 4' 2 x 8.5'=17.0' 4'
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 4' MIN. OF NATURALLY OCCURRING EFF
PERVIOUS MATERIAL ECTIVE LENGTH = 25.0'
3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION
4) CONTRACTOR SHALL INSTALL A GAS BAFFLE ON THE
OUTLET TEE. BOTT. OF TP-1, EL=84.50 -
3/4" TO 1-1/2" DOUBLE
WASHED STONE
3" LAYER OF 1/8" TO 1/2"
SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE
(OR APPROVED FILTER FABRIC)
HOUSE(#106)'
SOIL LOG WALKOUT
I
DATE: AUGUST 8, 2019 (REF#TPT-19-104) DECK
SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
WITNESS: DAVID STANTON R.S. HEALTH AGENT
ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH
96.0 q 0 96.5 q 0" o
SANDY LOAM__._- SANDY. LOAM. °p
1 OYR 4/2 1 OYR 4/2 ^.' -
95.5 6" 96.0 6'
B B
SANDY LOAM SANDY LOAM
93.7 10YR 5/4 28„ 10YR 5/4
C 93.5 C 36"
PERC PERC
' t
MED. SAND MED. SAND
2.5Y 6/6 2.5Y 6/6
SEPTIC LAYOUT
86.5 138" 84.5 144" GENERAL NOTES:
NO GROUNDWATER, PERC RATE: <2 MIN./IN.
REF. PERC, 4/16/19, BAXTER & NYE 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
(. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
-310 CMR 15.405(1)(b):
1) A 3' variance to the 3' maximum cover requirement, for up to
6' of max. cover. S.A.S. shall be H-20 and vented.
DESIGN CRITERIA 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
NUMBER OF BEDROOMS: 3 DESIGN ENGINEER.
SOIL TEXTURAL CLASS: CLASS 1 4• ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
DESIGN PERCOLATION RATE: <2 MIN/IN ENGINEER BEFORE CONSTRUCTION CONTINUES.
(0.74 GPD/SF LOADING RATE) 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
DAILY FLOW: 330 GPD 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
DESIGN FLOW: 330 GPD THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
GARBAGE GRINDER: NO 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
.74 GPD/SF 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS DIRECTED BY THE APPROVING AUTHORITIES.
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES CONSTRUCTION.
12.8' + 25.0' X 2 = 15'1.2 S.F. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
SIDEWALL AREA: 2
( ) IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
TOTAL AREA:..............................................................471.2 S.F. 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BEINSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
Engineering Works, Inc. N.T.S. P.T.M. 223-19 106 BARNICLE DRIVE, MARSTONS MILLS, MA
12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 8/9/19 P.T.M. 2 Of 2 Prepared for: Quinn's Excavation & Septic, 39 Bog River Bend, Mashpee, MA