HomeMy WebLinkAbout0105 LOTHROP'S LANE - Health .ij J&h.rops Lane
W. Barns/McKane
fb9- 006- 00\
TOWN OF BARNSTABLE
�Di TH E
�P o OFFICE OF
Dsaa9TSDL BOARD OF HEALTH
1639' \$ 367 MAIN STREET
DM k HYANNIS, MASS.02601
November 14, 1995
Paul and Margaret McKane
8 Bunker Circle
Sandwich, MA 02563
Dear Mr. McKane:
You are granted a variance from the Board of Health Regulation which requires a
minimum lot size of 40,000 square feet, if a septic system and a private well are proposed
to be constructed on the same lot. The variance is granted at Lot 6 Lothrops Lane, West
Barnstable, with the following conditions:
(1) The septic system and the private well shall be installed at the locations
designated on the subdivision's master well and septic plan.
(2) A well construction permit shall be obtained by the applicant prior to the
installation of a private well.
(3) The well water shall be tested for volatile organic compounds, nitrate-
nitrogen, sodium and all the other parameters required by the Board of
Health Private Well Regulation adopted in 1989.
(4) The septic system shall be installed in strict accordance with the submitted
plans.
The variance is granted because the proposed well will be located greater than 150 feet
away from the proposed soil absorption system. The State Environmental Code, Title V,
only requires 100 feet separation distance between a private well and a septic system.
Sincerely yours,
n G. R�sle' .S.
Pus , R
Chairman
Board of Health
Town of Barnstable
SR/bcs
mckane
IOWN OF DANNSTADLE
DATE` ;23./��-----
% --
J i e orrlcE or FEE
.�.►,r�.,. ! IJOA111 OF HEALTH RECFIvFn nY � -
^s, h�v• �C 1W MAIN SIKET v"
IIYANNIS,MASS.02601 (�
VARIANCE REQUEST FORK
AIJ, VARTANCES MUST BE SUr1MTTTF3) FIFTEEIZ 15 DAYS PRIOR TO
I'Illi ;;(;IIIiDUI,I;D HUARD OF IIIiAIA11 MPETINU.
Paul B. and Margaret G.
NAME OF APPLICANT raruaY,�, TBL. N0. ( 508) 428-0989
ADDRESS OF APPLICANT 8 Bunker ` Circle, Sandwich, MA. 02563
Current : Sandwich Cooperative Bank
' NAME OF OWNER OF PROPERTY-
If var.ier:ce Granted: Paul B. and
Margaret G. McKane
SUBDIVISION NAME DATE APPROVED
ASSESSORS MAP AND PARCEL NUMBER 10S-5-6
LOCATION OF REQUEST Lot #6 Lothrop ' s Lane, West Barnstable, MA
SIZE OF LOT38242 SQ.FT WETLANDS WITHIN 200 FT.YRS
NO
VARIANCE, FROM REGULATION(List Regulation) 1 . 310 cmr 15. 2r-4;paragraph2
limits to 440 gal per acre per day.
2 _ hnard of health r gelation• Partll , Section 2 (40, 000 Sq. ft
for private well ) .
REASON FOR VARIANCE(May attach 'if more space is needed)
310 cmr 15. 216, paragraph 2
The subdi.ri si nn contains open space that cannot be built
upon The lot for which the variance is sought is
- 38242 sa._ft and is boardered by open space.
Pram - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY
OUTLINING VARIANCE IIEQUEST.
VARIANCE APPROVED °
NOT APPROVED
REASON FOR DISAPPROVAL
BRIAN R. GRADY, R.S. , CHAIRMAN
SUSAN G. RASK, R.S.
..JOSEFII C. SNOW, M.D.
BOARD OF HEALTH
TOHN OF BARNSTABLE
i
I
'I
1
EXISTING i
PAVEMENT '+
IOZ ,O M.H.. ...
l 0 4 \ PROPOSED WELLcp
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EXIST. L/PITS o. // �, ` EL, log.2?
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93
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cis
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38,242 sq.ft.
too
1
GALLO
V
SEPTIC TANK
PROPOSED S.A.S.
BENCH MARK:
TOP OF STAKE
EL 119.96' 12,ti ! PROPOSED
DATUM NGVD 4 BEDROOM DWELLING r '
/ / 0 9' I FOUNDATION EL =116.0' � ,/� ; '''•••.,,,
. _
1 + D/6_ QO��O ,ir ,'
0 O
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ZONING DISTRICT: RF (AP) \ 5� \�4 %tN OF M13P o tN OF,1/ s
,¢y a4 qs
SPECIAL PERMIT: OPEN SPACE RESIDENTIAL REGISTER£p In
DEVELOPMENT \ WILLIAM T �� sTEPHEN yp SITE PLAN OF LAND
REFERENCE PLAN: 418/55 \ U 9 INo 23971,,o DOYLE IN
N
NO ND WITHIN 250' �o�FQ/ T f-� �� ,NO.37559 WEST BARNSTABLE, MASS.
S10
WETLAND \ FSSiONAt EEGs �P
AssEssoRs MAP: 109/5-1 �Q�Q SU41�w� DEPICTING THE PROPOSED
s. s
LOCUS DOES.NOT LIE IN A FLOOD HAZARD ZONE
`' M K cAN E RESI CD EN CE
® DENOTES EXISTING WELLS �` GRAPHIC SCALE
20 0 10 20 40 so
DATE: OCTOBER 17, 1995 SCALE: 1" = 20'
( IN FEET ) STEPHEN J. DOYLE AND ASSOCIATES
l Anch 20 ft. 42 CANTERBURY LANE, FALMOUTH MASSACHUSETTS 02536
TELEPHONE: 508/540-2534
lA
--- -- —
`I
F
GENERAL CONSTRUCTION NOTES
1• ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 j
f AND THE TOWN OF - APs� �a RULES AND REGULATIONS`FOR
PROFILE OF SEWAGE DISPOSAL SYSTEM THE SUBSURFACE DISPOSAL OF SEWAGE.
2. AT LEAST ONE ACCESS'PORT OVER TANK TEES SHALL BE ACCESSIBLE '
NOT To SCALE
WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS
PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
TOP FOUND. EL. t 1 Co,o {
. . OF DRIVES OR PARKING.. H-20 'LOADING SHALL BE USED UNDER OR WITHIN
Xz
10' OF DRIVES OR PARKING UNLESS NOTED.
4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
SITE UTILITIES PRIOR TO ANY EXCAVATION. _
55.L0PE OF o,oz Rrcr ne>z 5. SEWER PIPES SHALL BE 4 SCHEDULE 40 PVC LAID AT 0.02 SLOPE. I
i
o o T'
` TrT�T` _FJ_7 7'7;-,T7_FATT
6. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE
INV. EL. t t3,a' MORTARED IN PLACE.
WATER 11GHT COVER
Flow LINE 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER ,FOOT.
10" MIN,
i s INV. EL. 1 1 Z ,G (-----2' LEVEL. -� I
10' MIN. 4' LIQUID DEPTH
t �
INV. EL. r z • & nSIN a'P
— INV. EL.
INV. EL. ��z,Z
2"MIN. - 1/8 70 1/2" WASHED STONE
1500'GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK 4' x 8' PRECAST FLOW DIFFUSOR
PRECAST REINFORCED CONCRETE
MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) DISTRIBUTION BOX p ® O
TEES SHALL BE CONSTRUCTED OF SCHEDULE`40 PVC AND Iv
SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE S Q
OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE INSTALL ON A LEVEL BASE
SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT MINIMUM WALL THICKNESS '= 2" - _ ' U
:MANHOLE. v •
/4 1 1/2--WASHED STONE 2 MAX. DEPTH
Y � �
MINIMUM INSIDE"DIMENSION 12" C� ,
L E NO LESS,THAN 2" NOR
THE INLET PIPE ELEVATION SHALL B
" INV. EL.
MORE THAN 3 ,ABOVE THE INVERT ELEVATION OF THE OUTLET,INVERTS SHALL 'BE EQUAL TO EACH 12.0
OUTLET PIPE.` OTHER AND AT 2" MINIMUM BELOW INLET INVERT. N
THE DISTRIBUTION,LINES 1'ROM THE DISTRIBUTION BOX
N v
SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE BY FLOODING 0 m
SHALL ALL'HAVE EQUALJNVERTS AS DETERMINEDF S. = LONG x 12 WIDE X 2 EFF; DEPTH.
ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY E DISTRIBUTION BOX TO THE HEIGHT OF THE`bISTRiBUTiON S.A. . F
COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE TH
LINE INVERT AFTER
ALL LINES HAVE BEEN SEALED IN PLACE. SEE PLAN VIEW FOR DIFFUSOR 'LAYOUT v {�
HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE L
SETTLJNG. AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE � _
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9" LINE OR RECONSTRUCTING THE 'LINES UNTIL ALL INVETS ARE OF
EQUAL ELEVATION.
THREE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE iJo WATER El-, l0'},8
COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS
PORTS`BEING PLACED AT THE CENTER`AND OVER THE INLET AND
OUTLET TEES st . !a Zo AT_ L
ETj C,- jZD -
_ THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE.
�i yNb WaT� �'IAP
.�Ar
Nyil OF y�
�k S
OF M4s� o�� REM TER
SOIL OBSERVATION DATA:
�► �. STEPHEN
� 85'11 DESIGN .DATA: or ti� 0 J.
WILLIAM M DOYLE N
STRUCTURE "REs1�rr�ra►_ �- gc1 LIEBERMAN H NO. 37559
No. 23971�' ' f ssiONP
TEST DATE q-ZI-9,� TYPE NO. BEDROOMS GARBAGE DISPOSAL P' 4$1.1 TE���``� !qN E
SOIL EVALUATOR s,'�jovL DESIGN FLOW -AO + 4o i-iZ +i-z >. 7- - �1� Is�Ae� �S�/ON AIEN�'\ SUAV
c_ .
MR.'P, RRY \Z n qQ = 480 ('8cr-r& �
B.O.H. AGENT A
480 + Zak = '�89 x o',?4
EXCAVATOR NA rz_vt=y >� Soars ggo Gpa 'R Lc��a�>Z�10 -509 GP1��Es%f_m _ ��► c,PD -RES.
PERC/RATE L Z1y►��1• P1EtZ. % ac t SEPTIC TANK o x 7 ,0 Sgo LASE. 1500 �.�-1..c>,A-T,"ia
q4 � c{ A IL
SHEET 2 OF 2
LEACHING'FACIUTY L.�SF• <<1) A'k '0' -Py,ECAST `akV:usoRS
1►5�[. �Y. Z ems. 115�5 v.I�TN 4' of slots Apt_ .e.�tou>,ib
` �5 tack rt_..
'raesAIt_ (A) ToPsar� CAS 4�a� z' CF, >=cTry sTota� t�TM c �A1V
IZ r$„
SugsokL Qe*-) o" suasolt_ L�0
3 ,
G zMl�1 - 5/$ -1•;5 yp, 5/0 SCALE: AS SHOWN DATE: 10 r� 55-
R1Ne
�� toy?' 4/Co STEPHEN J. DOYLE AND ASSOCIATES
►- �ME Cc-t) YR �I� F1�LE C--Z�
L 42 CANTERBURY.LANE, FALMOUTH MA. 02536
5A>►V �3z�� sAu� 13Z' a WaTe� �.�LL,
o /�TE1L F►�, TELEPHONE. 508 540-2534'
EXISTING i
PAVEMENT
IOZ t� nl \ ELEL. M.N.
i o 4 \ O PROPOSED WELL
EXIST. L/PITS o. � � , �- ti,M• '=L, :og.z`T
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\ TooOF
p O
o�•
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� \ \ \ \ F q 60 ': EX1g-LNG ` / '' `
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\ \ 38,242 sq.ft.
Lod
'u - \ \ \
1 � \ \ \ � ,.- Sao --- ,�,��•
_IoB�I ►�� � \ \ � � �� _ e-
1 I 1500 GALLO
SEPTIC TANK ell
PROPOSED S.A.S. i _ -
BENCH MARK:
TOP OF STAKE
EL 119.96' PROPOSED ,
DATUM = NGVD 4 BEDROOM DWELLING ' r
6 9' ( FOUNDATION EL =116.0' �� r
1p D/B e°S�p
O \ \ QR01010% kp
`
� O
-
°NAP L_ O -F -7
v X� t CT 3 ,14e
�0FP1 0
ZONING DISTRICT: RF (AP) \ tx �\14 �j� Df'NAs� �OH oFMgJ^ ot= z-
SPECIAL PERMIT. OPEN SPACE RESIDENTIAL \ \ 02 cy� 0� REGISTERfp 'cy SITE PLAN OF LAND
DEVELOPMENT IN
g WILLIAM STEPHEN GN
LIEBERMAN r''„ .1.
REFERENCE PLAN: 418/55 \ No. 23971,o DOYLE
�oFF��sTe������ NO._37559 WEST BARNSTABLE, MASS.
NO WETLAND WITHIN 250 FSSA7NAL ENS' S10��
s lq � DEPICTING THE PROPOSED
ASSESSORS MAP: 109/5-1 25% SU4V
LOCUS DOES NOT LIE IN A FLOOD HAZARD ZONE
® DENOTES EXISTING WELLS ,Iu M GRAPHIC SCA.L,E
c1-K AN I- FR ESI. C� EN CE
20 0 10 20 40 so
DATE: OCTOBER 17, 1995 SCALE: 1" = 20'
IN FEET ) STEPHEN J. DOYLE AND ASSOCIATES
i.inch = 20 ft. 42 CANTERBURY LANE, FALMOUTH MASSACHUSETTS 02536
TELEPHONE: 508/540-2534
�A
GENERAL CONSTRUCTION NOTES
1. ALL WORKMAN MATERIALS
SHIP AND MAT LS SHALL CONFORM TO D.E.P. TITLE 5
A
AND THE TOWN OF 5 a t= '`RULES AND REGULATIONS FOR
_�.._g�._Z_�
SYSTEM DISPOSAL OF SEWAGE.
PROFILE O � SEWAGE DISPOSAL THE SUBSURFACE Di P L
2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE
NOT TO SCALE WHITHIN 'SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS
PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
'WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDEROR WITHIN 10'
TOP FOUND. EL. o , OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN
10' OF DRIVES OR PARKING UNLESS NOTED.
4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
SITE UTILITIES PRIOR TO ANY EXCAVATION.
: : i �,i; Mt sLop� or- o,oz FrcT 5. ;SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE.
77 7-7 T,,T-7T"rT-T T17 7- --T -.��
6. ANY MASONARY_UNITS USED TO BRING COVERS TO GRADE' SHALL BE
MORTARED IN PLACE.
INV.' EL. t 1 7,0
WATER TIGHT COVER
FLOW LINE
•.•• 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE. OF 0.02 FEET PER FOOT.
. 10' MIN. '
i
to INV. EL. 1 t z,G ( --2' LEVEL-�I
10' MIN. 4' LIQUID DEPTH CT
INV. EL t z , f3 MIN. 6' [F
SUMP
1777
INV. EL.
INV. EL. \\z\Z
2"MIN. - 1/8 TO 1/2" WASHED STONE
1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK
4 x 8 PRECAST FLOW DIFFUSOR
MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) PRECAST REINFORCED CONCRETE ® ®
DISTRIBUTION BOX p
- N
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND
SHALL EXTEND A MINIMUM OF 6 ABOVE THE FLOW LINE INSTALL ON A LEVEL BASE
OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE
CLEAN-OUT THICKNESS 2" I m " v H)__l
SEPTIC TANK LOCATED DIRECTLY UNDER THE MINIMUM WALL - /4 1 1/2"-WASHED STONE 2 MAX. DEPTH)
MANHOLE.
v Fes. \09.8
MINIMUM INSIDE DIMENSION = 12"
THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2 NOR WV. EL.
-T B
MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE OUTLET INVERTS SHALL BE EQUAL-TO EACH 12.0'
OUTLET PIPE. OTHER AND AT 2" MINict lM BELOW INLET INVERT.
�
E DISTRIBUTION LINE FROM THE DISTRIBUTION BOX v
_THE o m ,
SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE D TE MINED BY FLOODING
SHALL ALL HAVE EQUAL INVERTS AS E R DEPTH.
ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY N S.A.S. = LONG X 12 WIDE X 2, EFF.
THE. DISTRIBUTION Box f0 THE.HEIGHT OF.THE DISTRIBUTION
COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE LINES HAVE BEEN SEALED IN PLACE. SEE PLAN VIEW FOR DIFFUSOR LAYOUT P
SURE STABILITY AND TO PREVENT LINE INVERT'AFTER ALL
HAS BEEN PLACED TO EN INVERT ADJUSTMENTS SHALL-BE'MADE BY FILLING WITH DURABLE LA
SETTLING AND NON-DEFORMABLE>MATERIAL PERMANENTLY FASTEND TO THE
LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVETS ARE OF
SEPTIC TANK SHALL' HAVE A MINIMUM COVER OF 9". ELEVATION.
ELEV
EQUAL A
0
1�1 ,ac FtZ _L
to .8
THREE 20* MANHOLES WITH READ
ILY REMOVABLE IMPERMEABLE
COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS
PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND
OUTLET TEES.
r «P E
THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE.
A\
10
Z14 OF
N OF,tq,�s o�� R�GISiERFp 90ti
SOIL OBSERVATION DATA: s z STEPHEN
�`�
DESIGN DATA: o G o J.
� WILLIAM �, � DOYLE �co
"
o LIEBLRMAN H No. 37559
STRUCTURE I�E.StDr1MA.1_ 4 tJo J No. 23971 o � �
TEST DATE 9-zl_9S TYPE NO. BEDROOMS GARBAGE DISPOSAL 'O��F 7S-f !Q FESst� �y0�
s DESIGN FLOW �,o + Ao+ lZ + tz z Zoe s s�cE AFss ONAI
SOIL EVALUATOR E �� N� SU4�V
a�.� -
�Z A- A 480 'Ro awl
B.O.H."AGENT 1AS. :ZaRrty I
490
EXCAVATOR NArLvr-V So�►s qAo 4PD' 56c% cry��s�c,T1 = -ck ciPD MISS.
SEPIC TANK _
q40 ,c Z.O 83�, y5E tSoo C{ u.oUTpUIL
SHEET 2 OF 2
LEACHING FACILITY c�S Ott Fu sottS
5 r-- A q ><S •A tzE T
'r , Z
r l_• 115, 5 5
\rl►Ti���H'- of SToIsE ALI_'.e.Ro\_Lt.lt�-
ToPSA►L (A) CAS
a.Hn z' r-F,rec-T\V sTowE pTH N` -K/�.1vC` ht�C.t-
Fti Izc COMP. 3'Z
'�•5 YR Slg CctnP, SCALE:` AS SHOWN DATE:
�zM►1l __ Mom,ro` (�-�� M�,-r'o :.►� �•SYR 5/s
1171 E SA1,11,>
M IoYtZ !e fo STEPHEN J. DOYLE AND ASSOCIATES
r,NE (c-z) I o YR /Co F►Nt= L�-Z� 42 CANTERBURY LANE, FALMOUTH MA. 02536
5,ou� ILZ2 FNC-� ��JC...` TELEPHONE: 508/540-2534
t�o�NTE►Z t3z �o �ATEQ- .
EXISTING �t
oZ PAVEMENT
I �lp
l04 PROPOSED WELL ft ,
EXIST. L/PITS otoo
'
A ,
(:D T RpP OSEO / o_ '
Oob
F
PCB+�G
7- �6 ` \ F q(a X�SnNG �� �� �i �\ 00
i
OR
� \ �O \ \ \ � \ \ � � \ � ;• � x / 296 � .per / ,'�� ,�l
\ \ \ JK
38,242 sq.ft.
I00
P -
.• I
1 - P10 - - - -'— <C
1500 GALLO
SEPTIC TANK PROPOSED S.A.S.
•�. . .
BENCH MARK. � O \ ►. , I • .
-TOP OF STAKE
/
EL 119.96 \1"L PROPOSED ,
- ,
DATI M NGVD - 4 BEDROOM DWELLING r •.,,,
/ 9• ( FOUNDATION EL =116.0' ri
6
D/B OQOS�� r, `,
,
r ,\
. \ F ` �' 7P
NE r
\ ocr
Q
3 " 199
il A �kS"d�se
'n
010
ZONING DISTRICT: RF (AP) p'� ►A ESN OF M SKr--r \ ohs Z.
\ Z��r s,G�y '� �;1iN OF Mgss�
SPECIAL PERMIT: OPEN SPACE RESIDENTIAL o .� G►S7ERfp r
DEVELOPMENT g N o tiG SITE PLAN OF LAND
WILLIAM �, STEPHEN N
\ \ LIE13ERMAN y J. � IN
REFERENCE PLAN: 418/55
� ,� No. 23971� � Noi�,37559 owLE WEST BARNSTABLE, MASS.
F�
NO WETLAND WITHIN 250' - `` �.� �sT� � �
ASSESSORS MAP: 109/5-1 tp ., \ FSSronAL�N` �q�O SUR�� DEPICTING THE PROPOSED
LOCUS DOES NOT LIE IN A FLOOD HAZARD ZONE sb�
1 o-
u
DENOTES EXISTING WELLSF � GRAPHIC SCALE
M c {-< .a. N E FR E � 1 C7 EN CE
20 0 10 20 40 so
DATE: OCTOBER 17, 1995 SCALE: 1" 20' L
IN FEET STEPHEN J. DOYLE AND ASSOCIATES
I.Inch = 20 ft. 42 CANTERBURY LANE, FALMOUTH MASSACHUSETTS 02536
TELEPHONE: 508/540-2534
(A
t
i
i �
GENERAL CONSTRUCTION 'NOTES
CONFORM '
1. ALL WORKMANSHIP AND MATERIALS .SHALL ONF RM TO D.E.P. TITLE 5
AREGULATIONS FOR
AND THE TOWN OF _.�._;�.1��z_�� RULES AND
SYSTEM DISPOSAL OF 'SEWAGE.
PROFILE OF- SEWAGE DISPOSAL ,THE SUBSURFACE DIP L
2. AT 'LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE
NOT To SCALE WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS
PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE.
SYSTEM S
-3. ALL COMPONENTS OF THE SANITARY SY EM HALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
TOP FOUND. EL tCCo.o OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN
10' OF DRIVES OR PARKING UNLESS NOTED.
. . 4.
THE EXCAVATOR CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
SITE UTILITIES PRIOR TO ANY EXCAVATION.
M oil. ` st_0PE OF o,o-Z T"rer 5. SEWER PIPES SHALL BE 4 SCHEDULE 40 PVC LAID AT 0.02 SLOPE.
�T7 ��T r�zTT r r rr rr- -T j "FR FooT
6. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE
INV. EL. t t :,',o' MORTARED IN PLACE.
WATER TIGHT COVER
FLOW LANE 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT.
10' MIN. 19' INV. EL. t t Z ,G I 2' LDU
10' MIN.-74' LIQUID DEPTH
INV. EL t\z E3 I MIN. s'
SU►AP
-=_-- - INV. EL. t-L•q
INV. EL \�zZ
2"MIN. - 1/8 TO 1/2" WASHED STONE
1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK 4' x 8' PRECAST FLOW DIFFUSOR
PRECAST REINFORCED CONCRETE
0
MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) DISTRIBUTION 'BOX
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND N � "
"
SHALL EXTEND A MINIMUM OF 6 ABOVE THE FLOW LINE o
OF THE SEPTIC"TANK AND BE ON THE CENTERLINE OF THE INSTALL ON A LEVEL BASE r -
SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT MINIMUM WALL THICKNESS 2"
MANHOLE. v 1 1/2" WASHED 'STONE 2 MAX. DEPT
MINIMUM INSIDE DIMENSION - 12
M
NO
_ N PIPE ELEVATION SHALL BE NO _LESS THAN 2 R _
:THE INLET IP INV. El..<
V N-O E 0
MORE THAN 3 ,-ABOVE THE INVERT,ELE ELEVATION F THE OUTLET INVERTS SHALL. !~� EQUAL 70 EACH - 12. ,
AND 2" MINIMUM OW INLET INVERT.
OUTLET PIPE. OTHER A AT BELOW N _
FDISTRIBUTION BOX
IN
THE DISTRIBUTION LINES FROM ..THE
SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE o m
SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING -
ON A`LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY S.A.S. = LONG x 12 WIDE X 2- EFF. DEPTH.
-THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION
COMPACTED AND ON<TO WHICH SIX INCHES OF `CRUSHED STONE SEE PLAN VIEW FOR DIFFUSOR`LAYOUT v
LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. L
HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE w
SETTLING. AND NON-DEFORMABLE MATERIAL' PERMANENTLY FASTEND TO THE
LINE OR RECONSTRUCTING.THE LINES UNTIL ALL INVETS ARE OF
SEPTIC TANK SHALL HAVE A'MINIMUM COVER OF 9 . EQUAL ELEVATION.
THREE 20» MANHOLES WITH READILY REMOVABLE IMPERMEABLE
COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS
PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND
OUTLET TEES. VEST.• !�zo AT
G LAND V,1ATrz- Z'I^P
THE OUTLET TEE SHALL BE EQUIPPED.WITH GAS BAFFLE.
t
A
I my �o
%H OF Mqs
Of 41 �Z.� gEGISTERf� icy
SOIL OBSERVATION DATA: STEP HEN G+
DESIGN DATA: or yG o J. "
WILLIAM " DOYLE
STRUCTURE lzE-_5br_I,rnol_ 4 Leo LIEBE3971 H No. 37559
\,p No. 239110 � �fESS10�P
TEST DATE q-ZI-9S TYPE NO. BEDROOMS GARBAGE DISPOSAL A?'p�C�sTE��i��4, �qN
DESIGN FLOW -�o + 40 4-17- r t•z_ � Z zo�i s�oE pFSSIONAI ENS'\ 0 SURV
SOIL EVALUATOR S.moo .L- - � �
z x 4 0 4,00 f-3o t-tot gl
B.O.H. AGENT MR.:ZARRy
490 + L09 `- �g 9 x o•-tq a SO`1
EXCAVATOR Nprw>=V , 1� Sous .q�10 4Pa R w\t:.t=a 509 GPTJ des►" <-Ci tiPD it>5.
PERC/RATE L- ZTn��►• PER Iuc� SEPTIC TANK
q4o x z,o = sao, �sE tSoo c,A\ .o>JTi�uK,
SHEET 2 OF 2
LEACHING FACILITY LASr-- <A) A'k8' �tz,ECAsT �wl=usoR.S
F_t-. Its,L Z �� t155� vl\rN 4' of STot1 AL_L 'AV_0\. t.l�
CAS a.H� z' eFF EcT�v F aTots,� Z�E'PT1a N cK./J..IV --1>3��
SugSotL `�1 30„ S"B-So\L
p>✓.-tz� coMp, `7,r, YR S col.,tp, SCALE: AS SHOWN DATE:
LzMttl = mevro Cc.-A) !$ METJ,TO << '�� -I•SYR 5/0 10-�1-55r
M>=b, STEPHEN J. DOYLE AND ASSOCIATES
toYlZ 4 � 42 CANTERBURY LANE, FALMOUTH MA. 02536
4
r- �ME (c.-Z) to YR �,1�, F �. l�-Z� � .
SA>L� i3z2l 1V o WI�TTcCL E!1[„ SAu� 13Z' o V�ATe¢. �=�Y.• TELEPHONE: 508/540-2534
EXISTING
PAVEMENT
IpZ N a1 `� Ecec. M,H.
ro4 PROPOSED WELL0. � � \
` ,
QEXIST.
L/PITS
too ' pA
\
115S o, aF PROPOSED / , o,
°�� LNG
C O T 3 No EX\ nN
LNG / � / ►,a,-�q
oVliz �Pc
r 4' � � � •, � SRO ,
\ 38,242 sq.ft. JK
too
\ �N
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\ O�N
1
1500 GALLO . .
� SEPTIC TANK
PROPOSED . . _
BENCH MARK:
TOP OF STAKE , / 5
PROPOSED
EL 119.96
4 BEDROOM DWELLING
DATUM NGVD \ ,, , , '''•••...,
, / a ••..
/ 9 ( FOUNDATION EL. 116.0 •....
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ZONING DISTRICT: RF (AP) a` \�4 `� ����ZN OF�As c �A4t'A OF 4f4,7
SPECIAL PERMIT: OPEN SPACE RESIDENTIAL o= yN o�� gEGIStEREp In SITE PLAN OF LAN
DEVELOPMENT WILLIAM STEPHEN G�
\ c LIEBERMIAN H p .1. , IN
fi QOYL N
No.239Z1 E
REFERENCE PLAN. 418/ Qjs Na 37559 WEST\ '� ST B RNSTAIBLE' MASS.
NO WETLAND WITHIN 250 � SS�oNAt'EN \�� �
`� � �QhQSU4��y� DEPICTING THE PROPOSED
ASSESSORS MAP: 109/5-1 �� ?s
LOCUS DOES NOT LIE IN A FLOOD HAZARD ZONE bO o' \
�, ,tL-
M cK AN E F` ESI � EN CE
DENOTES EXISTING WELLS F GRAPHIC SCALE
zo ` o ,u zo +o a
DATE: OCTOBER 17, 1995 SCALE: 1" = 20'
IN FEET ) STEPHEN J. DOYLE AND ASSOCIATES
l.inch 20 ft. 42 CANTERBURY LANE, FALMOUTH MASSACHUSETTS 02536
TELEPHONE: 50 8/540-2534
(A)
GENERAL CONSTRUCTION NOTES
1L AL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND THE TOWN OF RULES AND REGULATIONS FOR
PROFILE OF SEWAGE DISPOSAL SYSTEM THE SUBSURFACE 'DIS OSAL�OF SEWAGE.
2. AT LEAST ONE ACCESS FORT OVER TANK TEES SHALL BE ACCESSIBLE
NOT TO SCALE _WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAININGACCESS
PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-1 O LOADING -UNLESS THEY ARE UNDER OR WITHIN 10'
TOP FOUND. EL. I r(-v.c) OF DRIVES OR 'PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN
10' OF DRIVES OR 'PARKING UNLESS NOTED.
4. THE EXCAVATOR/CONTRACTOR 'SHALL VERIFY THE LOCATION OF ALL
SITE UTILITIES PRIOR TO ANY EXCAVATION.
o o z F r_cT_ _ FR cY
5. SEWER PIPES SHALL BE 4 SCHEDULE 40 PVC `LAID AT 0.02` SLOPE.
, � Fo
x r7 7 7--F- 7
6. ANY MASONARY UNITS USED TO BRING 'COVERS TO GRADE SHALL BE
INV. EL. t l�,o' MORTARED IN PLACE.
WATER 11GHT COVER
FLOW LINE
• • 7. FINISH GRADE SHALL HAVE A MINIMUM 'SLOPE OF 0.02 FEET PER FOOT.
10• MIN, 19• INV. EL. 21 LEVEL
10' MIN. 4' LIQUID DEPTH
MIN. 6
INV. EL t,z . 3 1 SUMP
INV. EL. t tz•'q INV. EL
2-MIN. - 1 8 TO 1 2" WASHED STONE
1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK .4 x 8 PRECAST FLOW DIFFUSOR
PRECAST REINFORCED CONCRETE p
MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) DISTRIBUTION BOX
D
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND
SHALL EXTEND A MINIMUM OF 6 ABOVE THE FLOW LINE INSTALL`ON A LEVEL BASE
OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE '
SEPTIC TANK LOCATED-DIRECTLY UNDER THE CLEAN-OUT MINIMUM WALL THICKNESS - 2 " - 2"--WASHED STONE 2' MAX. DEPTH
MANHOLE. /4 1 1/
MINIMUM INSIDE DIMENSION - 12 �� " ; ;�-•`_)�� Vv��...l�yC� .vi, - 6
_ NOR
THE INLET•.PIPE- ELEVATION SHALL BE NO LESS THAN 2 INV. EL.
T LEV TION OF THE OUTLET INVERTS SHALL E. ,-EQUAL TO EACH 12.0
MORE THAN 3 -ABOVE THE INVERT E A
W'INLET INVERT.c OTHER AND AT 2 MINIM" BELO
r OUTLET.PL�.
_ I
THE DISTRIBUTION LINES ";?OM THE-DISTRIBUTION BOX N
SEPTIC TANK SHALL BE<INSTALLED LEVEL AND TRUE TO GRADE N DETERMINED BY FLOODING
SHALL ALL HAVE EQUAL INVERTS AS DE R - - p
ON A LEVEL`STABLE' BASE THAT HAS BEEN MECHANICALLY N S.A.S. - LONG x 12� WIDE x 2� EFF. DEPTH. F
THE DISTRIBUTION BOX T)_THE HEIGHT OF THE DISTRIBUTIO
COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. _ SEE PLAN VIEW FOR DIFFUSOR LAYOUT o
HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT INVERT'ADJUSTMENTS SHALL BE MADE BY'FILLING 'WITH DURABLE
SETTLING. AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE
LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVETS ARE OF
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9'. EQUAL ELEVATION.
F IJ V�ATFtZ _L._l0
THREE 20 MANHOLES WITH READILY REMOVABLE IMPERMEABLE
COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS
PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND
SST• NZo AT ��. 3O,p
OUTLET TEES.
THE OUTLET.TEE SHALL:BE EQUIPPED WITH GAS BAFFLE.
MAP
I01 of
ZN OF ISTERED �C+y
SOIL OBSERVATION DATA: DESIGN DATA: orb`` yG c� STEHEN
J.
� wIUTAM DOYLE H
c LIEBERMAN v No. 37559
STRUCTURE �ESIDrI1Tt.oL 4 �� J p No 239710 10�P`
TEST DATE 9-zt-g9-- TYPE NO. BEDROOMS GARBAGE DISPOSAL A�oF's'0 ��\���, �qNO SU4���y��
STS
SOIL EVALUATOR s. o�,�t- DESIGN FLOW A6 + 40 •%-17 + ►Z � z zoo � (s\vE) FSSIONAI ENS'
\z x 40 = 480f3ocToull
B.O.H. AGENT lAR.'Z6REV4
480 x'o.74 = 50`I -cipa
EXCAVATOR IAAM-wau Somas -AAO 4Ya Soot Cr7V-Z'-ls%" c.,PD -R•ES.
PERC/RATE SEPTIC TANK
- qqo x `z.o = s8o, \-1sE ►Soo 'c�Au..ou'TAu1<
SHEET 2 OF 2
LEACHING FACILITY L\sF_ -A) A'k s' -P\zEc.-.ST �\ Fu soRS
Z ti=> . 1t5,5� of 'slots Al-L AR-OUu1,
N <-KA.1vC=
'l';rSo1L <A� (A) bHr z �F>:cTIV F sTataE`�E?TH i
Sg8$OtL `'Cil oi S�uASo\L `�� '
Fti 7z� cor•\p. 3 3Z�'
zMt1J '1.5`!R 5'/a Comp
_ Mft.-ro (c.-l� MEJ>,`ro QG-6 715YR 5/6 SCALE: AS SHOWN DATE: 10-17-55
F v4f-S 0 FlUt SAUD 9C.
o STEPHEN J. DOYLE AND ASSOCIATES
C.-Z I YFZ <./<p
r SHE ( FIDE 42 CANTERBURY LANE, FALMOUTH MA. 02536
5Au-Ij o \LTSQ- St1L, I32 o Ale¢ '�=-�JC • TELEPHONE: 508/540-2534
f