HomeMy WebLinkAbout0112 DROMOLAND LANE - Health 112 Dromoland lane
Barnstable,1*1�1
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A='234-`037 001
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:��
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
RppYication for Misposal 6pstem Con7m--p-lete
uct"' ermit
Application for a Permit to Construct Repair U rade Abandon S stem Individual Com onents
PP (� P (�Pg ( ) ( ) Y ❑ P
Location Address or Lot No.11z le0 z'<"o 4, Owner's Name,Addrg ss,and Tel.No.
.moo o frrf 0 6/`� `/�C fP/ !o cl�'GG
Assessor's Map/Parcel
Installer's Name,Address,and Tel No. ;rod7 s Ys'-�8as' Designer's Name,Address,and Tel.No f-000
�c./ ,��a�tc'v �'celgc' �'o��c4"f:c SB.✓ur �r�G O/'C'iC�'o�,/�Sfocr�a�r.T
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) / !�z gpd Design flow provided gpd
gpd
Plan Date f�2 Y,l f� Number of sheets ` Revision Date
Title J?S ire eo-
Size of Septic Tank Type of S.A.S.
Description of Soil 4C / ZoCreer
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 1
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 Health. /
Si Date 1_o Z
Application Approved by _ > DateVill`,2 '
Application Disapproved b Date
for the following reasons
Permit No. ' -�- Date Issued �� "
No. r. f sL'1 r�Lfi Fee ��3"" 7
4 11 Entered in computer:
- THE COMMONWEALTH OF MASSACHUSETTS P-
PUBLIC HEALTH DIVISION-`.TOWN OF BARNSTABLE, MASSACHUSETTS Yes '
01pplication for Misposal 6pstrm Construction Permit
^ Application for a Permit to Construct(oaf Repair( pgrade( ) Abandon_( ) ❑C�m�piete System El Individual Components t
R r
Location Address or Lot No. /? -(jm044W o 9wner's Name,Address,and Tel.No.
jc` f7�.fist ',loe/.'G�
Assessor's Map/Parcel t,/ -s /' d _ !,?'
Installer's Name,Address,and Tel.No. a - ems'-.?6as- Designer's Name,Address,and Tel.No.
S g f-cr.9 d'nG- 6 6 O
/-vc./ -./�'�®�f�.,' !"crs^-�C (.'rro4'` _s'"e-a�",,�iC ..�E"r�Y ��*G lJ�"C'i`� ca-/�Srl��•�aF(-..T
-Sr
Type of Building:
Dwelling No.of Bedrooms Lot Size y3, , -oy-&,—sq.ft. Garbage Grinder( )
T
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures 1
' Design Flow(min.required) j/ d gpd Design flow provided e/3-s gpd `
i
Plan Date Z/Z VAV Number of sheets l # Revision Date
• ti
5^ Title
Size of Septic Tank /S�n Type of S.A.S.�`
�w. '
1 a
1 Description of Soil / � �.•„ � �Z
Nature of Repairs or Alterations(Answer when app/licable) `r,
t
Date last inspected:
Agreement: t.
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
- � a
Compliance has beenaissued by this Board of Health. '
} Signed _ Date 9�c7'/ice
r - -
Application Approved by _ Date /p Mallip
Application Disapproved <` Date "
for the following reasons i
Permit No. �( --- «ems 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
�7cr«.,�fr C/Y
at //,l ,!�-• �' a/. /�_. _- _-- has been constructedin accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No,? t -� dated /i
Installer Designer
#bedrooms Approved design flow gpd"
R' /i
Th � Y e ssua�ice of this permit shall not be construed as a guarantee th th e at e system w"tII function ' des7 ed.
Date �lJ_J �/� A ✓J( � j g Inspector. �i r1yfl�fAl. N!! t
t1 J 71
No. (g" Z G C. v Fee v
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction Permit
Permission is hereby granted to Construct( 1< Repair( ) Upgrade( ) Abandon( )
System located at
and as described in the above Application for Disposal System Construction Permit. The applicant recognizedhiis/herduty to comply with
Title 5 and the following local provisions or special conditions.
N
Provided:Construction must be completed within three years of.the date of this permit..
Date i i ' / Approved by f
bl
Re �lalto�y 'ervicbs
Rechar•"id V Scale,Ititerjm,i)r�ector
* YA>pvsrne�.E ;
: Ass. � . Publtcw�I�a�th D�visron�
'°pgo fAAy Tl omm 10!IGI�eari,D11'e of.
20.01VIan g.treet„Hyan:eus,,IVIA 02601's
Office; 5.08 862.4644; Fax, 508 790 G304} "`
Tns$a"ller.8i"I)esifreeer Cert&Ma 'dFarm
t 334/37`
Date: 01/2/2019„ Sewage°Permiit#;•m00% - �3/Assess®h s IVIa Parcel .
Designer-
Assocjates,� nc, Installee CapeCod'SepticServrces
P O 350 Rute 28 ?
Address. Address; .aFwr_.
Brewster, MA 02631 W Yarmouth, MA 02,673
PauP"Martin of?Cape Cod Septic Services,; :issued a pElamtto inst* a�4
a ..
( ate) (:installef)
112 Dromoland Lane
septtesystem at _ _ v. _ based.o`i .a design drawn y.'
J M. O'Reilly &Assoaates„Inc., dated 4/24Rl2`018
(desigiiet)�
„I certify that'`tlae septtc sysCern eef renced aboverwas u stallec'substanJo , y Accord ngFto;
the design, which nay jncl."ude nlno> approved,changes.such 1s lateral relocation of the
desh,ibuteon`box"acid/ot swtic,tatilc Strip,;out,(if required•) was inspected and, the soils
wetefotuid sat>sfactoty:;
❑,.,l ct`4th e"septic system ►efeienced'above?was installed.','with r
na,or changes (!e
greertify thaater than'10' later al`relocation of the SAS or°;.any:vertical relocatron,af any comlaonent
of"the septic ystein) but;i�ir�accordance with State &Lo.6, Regulations Plan revrsron or;
cer-tifred as bunt bydestgneruto.falloav:, Shrp.:of(rfrcgnred)was"inspected and the sods
were;found""sati'sIactot y:
a
l certify that the system referenced"above was, consteubtp� l ice, am''*team"s
of,2MBA tters(if applicablKs
e) �,: ; •-_ g ��
(installer's Signature) - r ' „
i
(peter" r':s°Signatwe ' + (Affix.Desrgtrtamp Here), i
I '
PLEAW"TURIoI TO�BARlo1STABI.E PUBLIC HEAI�I>EII DIVISION. CERTII+YCATE'
O•F" COMPLIAIdiCE S7VILL°RIOT IIE`ISSUED VNTIL BOTH:THIS I+ORIVI
'BUILT CARD"ARE RECEIVED"HY."THE I3ARNSTABLlC`:PUBI,IC IIEALTII:DIVISION:
.TH"ANK XOQU W.
I.
Q\Septic\Desij n'f Cep ti fica(W F6rtn Rev 8714 13 66., i'
Town of Barnstable r#
o r
a`aoq Department of Regulatory Services •'
1 aa10W.BLL E Public Health Dion Dare
mass p
rs619.p�0' 200 Main Street,Hyannis MA 02601
fp '
j"t•'i
Date Scheduled Time Fee Pd.
T
Soil Suitability Assessment fog`Sewa a Disposal
PetformedBy: Witnessed By: t �S
LOCATION&GENERAL INFORMATION:
LocatonAddres _' Ownces Name Jansson
.�s
112 Dromoland Lane, Cummaquid Address.PO Box 947, Barnstable
AssessofsMogarcet: 33451037/tV, / ' .Engineer's Name Matthew T. Farrell
NEWCONSTRUCTION REPAIR Tele hqm# 508-896-6609
Land Use ir476�fu rC Slopes(% 0-10 Surface Stones
Distance$fmm: Open Water Body' �d ft'PossiblaWel'Area i.l� ft° Drinking Water
,Well
l A `UOR
Drainage Way '} �Q ft Property Line .i-- 0 ft Otter 1,11
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In proximity to holes)
`Ot
4.74
t
Parent material(geologic) E_.f'[l.L - U- _ Depth to Bcdrock_ 7 o r 4
Depth to0roundwater:Standing Water in Hole: Weeping from Pit Pace
Estimated Seasonal High Groundwater
DETE TATION FOR SEASONAL HIGH WATER TABLE
Method Used: - .
Depth Observed standmginobs.hole: in. Depth to soil mottles: in.,
Depth to weeping from side ofobs.hole: In. Groundwater Adjustment ft. -
hwmwcil# ReadingDate: indexWelllevel Adj.factor Adj.Groundwater Level_
PERCOLATION TEST Date r Timo_�_��(y�
Observation
Hole# _ Tirneat91. tcx)
r
DepthofPere fllid_.�lip Tlmeat6" + �i�go
Start Pro-soak Timar@ `0 0-00 Time(9"-6")
End Pre-soak
Rate MinAnch
Site Suitability Assessment: Site Passed SitePailed: Additional TestingNeeded(YIN)
Original!Public Health Division Observation Hole Data To Be Completed on back-----------
M ***If percolation test is to be conducted within 100'of Welland,you must first notify the
Barnstable Conservation Division at least one(1)Week prior to beginning.
Q:UP71QPEaCFORM.DOC
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other "
Surface(1.) (USDA) (Munsdl) Mottling (Structure,Stares,Boulders.
Consistency%Gravel) _ -
p--
V-S 5
DEEP OBSERVATION HOLE LOG Hole#
Depth from. Soil Horizon Soil Texture Soil Color Soil Other
Surface(o.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. -
Consistencv-%Grav
_ 03a—5 p
w ILA
DEEP OBSERVATION HOLE LOG Hole#
t! Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in) (USDA) (Munsell) Mottling (Structure,Stomas,Boulders.
ans'rs enc %Gravel)
, t t
DEEP OBSE,RVATION HOLE LOG `Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil the,
Surface(n), (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
corisistewu° Cra e
C IQ-I
Flood Insurance Rate Mao: /
Aboye 500 year flood boundary No_ Yes `r
Within 500 year boundary No V Yes
Within 100 year flood boundary No� Yes
Depth of Naturally Ocem•rint=Pervious Material"
' Does at least four feet of naturally occurring pervious material exist in all areas observed througbout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material? !�
Certification
I certify that on 2 (date)I have passed the soil evaluator examination approved by the
Department ofi nv`onm tat Protection and that the abov tz sis was performed by me consistent with
the required trainin peruse and fen describe n 310 15.017.
Signal Date /r_, —/7
Q-.\S"TlC:TMCrORM.DOc
. E
Cummaquld,
GENERAL NOTES': SOIL TEST LOGS : 5Y5TEM DE5IGN CALCULATIONS :
TEST HOLE 1: EL=65.2± TEST HOLE 3: EL=70.8± SEWAGE DESIGN FLOW: Barnstable Harbor
A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM DEPTH FROM SOIL SOIL 501L SOIL OTHER. DEPTH FROM SOIL SOIL 501L 501L 4 BEDROOM DWELLING @ I f 0 GPD = 440 GPD
UNLESS H-20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE COLOR MOTTLING SURFACE HORIZON TEXTURE COLOR MOTTLING OTHER LEACHING CAPACITY REQUIRED:
B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- (INCHES) (USDA) (MUNSELL)I (INCHES) (USDA) (MUNSELL) 4 BEDRO M (MAX.) @ 1 I PD = 440 GPD REQUIRED
LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. 0-5 E Loamy Fine Sand I OYRS 2 'NONE Friable C-6 E Loamv Fine Sand I 0YR5 I! NONE
5- 6 B Loam Fine Sand I OYR5 6 1;NONE Friable 6-28 B Loam Fine Sand I OYR5 6 NONE Friable SEPTIC TANK CAPACITY REQUIRED:
C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL DAILY FLOW = 440 GPD @ 200% = 880 GAL. REQUIRED
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 46-14 1 C I Loamy Fine Sand I OYR 6 NONE Friable 28-132 C I Loamy Fine Sand I OYR7 6 NONE Friable, PERK @ 40"
Friable, RAT: <5 MIN/IN SEPTIC TANK CAPACITY PROVIDED:
1500 GALLON SEPTIC TANK(MIN. ALLOWED),
CO N BTfZU CTI O N NOTES : TEST HOLE 2: EL=67.5± TEST HOLE 4: EL=73.7± LEACHING CAPACITY PROVIDED:
Route GA
ONE (1) 33.5'X 1 2.83'X 2.0' LEACHING CHAMBER CAN LEACH:
DEPTH FROM 501L 501L SOIL I501L OTHER DEPTH FROM SOIL SOIL SOIL 501L Vt=[(33.5 X 12.83) + (33.5 X 2.0)2 + (12.83 X 2.0)2]X 0.74 GPD/5P=455.10 GPD
1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR 'MOTTLING SURFACE HORIZON TEXTURE COLOR MOTTLING OTHER
TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. (INCHES) (USDA) (MUNSELL)I (INCHES) (USDA) (MUNSELL) 455 GPD>440 GPD REQUIRED ' LOCUJc
NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN.
2.)SEPTIC TANK(S), GREASE TRAP(5), DOSING CHAMBER(5)AND DISTRIBUTION 0-5 E Loam Fine Sand I OYR5 I NONE Friable 0-5 E Loam Fine Sand I OYR5 2 NONE Friable - o Drolmoland Rd.
5-32 B Loam Fine Sand I OYRS 6 NONE Friable PERC GO" 5-24 B Loam Fine Sand I OYR5 6 NONE Friable INSTALL:
BOXES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY ONE (1) - 1500 GALLON SEPTIC TANK
COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. 32-122 C I Loam Fine Sand I OYR 6 NONE Friable RATE <5 MIN IN 24-82 C I Loam Fine Sand I OYR 6 NONE Friable ONE (1) -3 OUTLET DISTRIBUTION BOX (H-20 Rated)
3.) SEPTIC TANKS) SHALL MEET ASTM STANDARD C 1127-93 AND SHALL HAVE 82-134 C2 Medium,Sand I OYR 6 NONE Friable THREE(3) - 500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALL AROUND N Route G - H1 hwa
AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT-
NOT TO SCALE
TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". DATE OF TESTING: 9/15/17 1 HERE BY CERTIFY THAT I PASSED VALUATOR EXAM-ONNovember 25, 1995, m
4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" PERCOLATION RATE: LE55 THAN 5 MIN/INCH IN "C" LAYERS. MY NUMBE E 716 I
WITNESSED BY: MATTHEW vT. FARRELL, EIT,J.M. OREILLY*ASSOCIATES, INC. PLAN BOOK G01 PAGE G26
ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE
CENTERLINE Of THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. DON DESMARAIS, AGENT, EAKNSTABLE HEALTH DEPARTMENT p
NO WATER ENCOUNTERED _ � DEED BOOK 19790 PAGE 250
5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST USE A LOADING RATE OF 0,74 GPD/5F FOR 51ZING OF SOIL ABSORPTION SYSTEM. gniture Date o ASS.ESSOR5' MAP 334 PARCEL 37
CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 6'"OF O
FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. m
6.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL
LEGEND
BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%,
V
7.) DISTRIBUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED)SHALL BE --- ---32 EXISTING CONTOUR
4" DIAMETER SCHEDULE 40 PVC LAID AT 0,005 FT/FT. LINE SHALL BE CAPPED 32 PROPOSED CONTOUR
AT END OR AS NOTED. x 12.34 EXISTING SPOT GRADE
8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 24x5 PROPOSED SPOT GRADE
2' BEFORE PITCHING TO 50CL ABSORPTION SYSTEM, WATER TEST DISTRIBUTION -W- WATER SERVICE LINE
-o-'- OVERHEAD UTILITY SERVICE
BOX TO ASSURE EVEN DISTRIBUTION.
9,) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW -U- UNDERGROUND UTILITY SERVICE
THE OUTLET INVERT. --72-
10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO ` -P- GAS SERVICE LINE
1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE _ ® TEST HOLE/ BORING LOCATION
INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE �� -"" - 5T SEPTIC TANK MA
501L AB50RPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" �, BENCHMARK 2: DB DISTRIBUTION BOX
LAYER OF 1/8' TO 1/2 DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. � - Top of Survey Stake
1 1.)VENT 501L ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; ` 1 EL=78.0± (1988 NAVD) SAS SOIL ABSORPTION SYSTEM
WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, / 76 - �� �1�5 ZONING TABLE Reserve RESERVED FOR FUTURE
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. f- -�� yI� '� UTILITY POLE
12.)501L ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF `� I ` \\ AP-AQUIFER PROTECTION OVERLAY ® CATCH BASIN
CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). I I� � FIRE HYDRANT
13.) FINISH GRADE SHALL BE A MAXIMUM OF 36" OVER THE TOP OF ALL SYSTEM `I \ \ RF-I - RESIDENCE F-I DISTRICT ® WELL
COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, D051NG CHAMBER S' ` x 72,5
AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER 6'C± 72 x 71,0 .--' ® DRAINAGE MANHOLE
OF 9". �, L7 4\ x 1,9 x 71,2
\ x 7o,e; 6B'7 ■ CONCRETE BOUND, FOUND
REQUIREMENTS: ,
�`- - 22G.89 x 69.9
14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL I I \ \ ^ ' """ TOP OF BANK
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- PROPOSED FENCE LIMIT OF WORK
-_ --74_, �� I� 7 I OT 51ZE 43,560 5F x 8.8 -x-x-
TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH I I 7 FRONT SETBACK 20 FEET x T�1 � x 71.8 +1 x�xrOF x ---- -°--•- FENCE
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. -72-- \ SIDE SETBACK 10 FEET �ND�Sr W
15.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION \ REAR SETBACK I 0 FEET x 70.8 �X\XNCF x 68.5 70 ` Z � EDGE OF CLEARING
BUILDING HEIGHT 30 FEET x 71.7 _ x 70, �n; �x 1
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THI5 SYSTEM RE- \ 71 FRONTAGE 20 FEET z x 72.8 l - _ \x x 68.6 < �.
QUIRES A VARIANCE)AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING 1 WIDTH 125 FEET LOT 27 \ x 6s,8 �x
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE x 72,2 -- ` 69,2
PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. \73� \ (� o Area=43>G45 Sf 7 x �,r� -
x 73.6�
a_ Z �
h6.) SOIL REMOVAL: ALL TOP501L AND SUBSOIL SHALL BE REMOVED FOR II\� \ II I PROP05ED COVERAGE O � �6. fro x 7_'G x 75,3� 7 ,0 \*� 3" Q
A DISTANCE OF 5' FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN \ -7�2 °�
736 ✓ 74 x 77,4� x.66, O JI
LOAMY SAND LAYER. AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO \ t 1 LOT AREA 43,645 SF x 67.
MINIMIZE SETTLING, 501E REMOVAL NOT REQUIRED ON ENTIRE SAS, SEE PLAN VIEW DETAIL l / I x 72.9 / �, �`� ~' '. O O
X 76,7 °� PC�OPfSED {,
SAND FILL MUST MEET SPECIFICATION OF 310 CMR 15,255(3), CONSTRUCTION IN FILL, I LOT COVERAGE: 74 _ , x e,9 �\
A SIEVE ANALY515 MAY BE REQUIRED BY THE LOCAL APPROVING AUTHORITY. f I I i HOUSE 1,822 5F / a }z N 01 :p I I
GRADE PLANE PORCH 302 5F O
17J OWNER/ 17.
CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR / x 76,6 \
TO EXCAVATION. TOTAL 2,124 SF x 74.5 l -_x 78, IC I �' l
j NORTH: 76.2+71 .5/2= 73.9 �" - 1 69,8 '^1/
SHOWN ON PLAN. SOUTH: 73.0+77.2/2= 75.1 74 I >g
18.) INSTALL A 40 mil HDP� LINER FROM EL=64.0 TO EL=62.0 ASS ,_-�, I 0
LINER LENGTH 30 FEET. LINER INSTALLATION SHALL BE SUPERVISED BY'DESIGN EAST: 77.2+77.5+75.4+7I_5/4= 75,4 COVERAGE=(2,124/43,645)X f00%:=4,9°7° -� ____ - L, a4. \;,,;, ,1,T w w F w• w--+
ENGINEER. PLEASE ALLOW 48 ADVANCE NOTICE. WEST:73.0+73.0+76.2/3= 74.1 "`^� ,, x 74,7WATEP.SERVICE °
15.) PROPOSED 4" PVC WASTE LINE TO EXIT DWELLING THROUGH FROST FOOTING, GRADE PLANE EL: 73.9+75.1+75.4+74.1/4 EL=74.6 72 -
PROPOSED HEIGHT_ (SEE GRADE PLANE DETAIL) \
x 71,4; �- {{ �is I ,<c i \ x 0,2 Fire
SLEEVED IN 6" PVC SCHEDULE 40 PIPE. 70 � � II 1 �`� �I•'' �� •M�J•
--- i 1 a s1 F Hydrants 0,2
GRADE PLANE EL=74.6 x 68,5 7O 6\ I o l4 \ 70. '±
GLADE PLANE DETAIL MAXIMUM ALLOWABLE HEIGHT=74.6+30'=104.G 68 _ - --- _ _ x 68.6
1Nb'
PROPOSED HEIGHT: TOF EL + 29' 53/16"(29.4') 66 x 69JI0 �'
VI " x 7 2 x 68,6
Scale 1 =20 x [ ,� DBOX 9, ��' ta. '± y I 70,5
PROPOSED HEIGHT: 75.0+29' 53/1 6" (29.4').=104.4 t 2 - -� x 67,0 'G6 _ �j 1 ', 74x3 x 71.4 ) I
PROPOSED HEIGHT EL=104.4<MAX. HEIGHT 104.E 64 d' IL, z 7
BUILDING HEIGHT OK x 64.7 O
E
... x�i 5 E x 7 '0 E---E�--E �-
, 3 8 1a4i & 0 E"�' E 0 0 -_0�---0
62 551 o o ° x
7A ., 3 =x "-X-x x--xf-^-x LII�'IT O DISTURBANCE 0
".9 64 .5 V R�srve x 74,5 x 68,9
9d F ��� x�59 9 A ea ! l
71,2
Gr.
x 9 x 72.7� c
60,5 6 + Cx 73.8C x 69.5
GA . J I " 3 �2
FLAN x 58,4 _ 6 l 74- 113.46' ,� X0
x''0' ' "•
SCALE 1 "=30' i G3' 6� �� x n,o w
THUS AREA IS SERVED 722
72,1 x 74.1
BY TOWN WATER. x 727 x 7.1.2
BENCHMARK 1 :
Top of Concrete Bound
EL=71.2± (1558 NAVD)
MIDDLE COVER RAISED TO WITHIN
3" OF FINISHED GRADE-ACCESS PORT
D-Box
FLOW P ISO F I LE: THREE(3) 20" DIAMETER COVERS INSPECTION NOTE:
WITHIN 6' FINISH GRADE AND ONE
NOT TO SCALE ACCESS FORT FOR SAS WITHIN PRIOR TO FINAL INSPECTION BY THE ENGINEER, 5Y5TEM '
3" FINISH GRADE. NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS.
20" DIAMETER CONCRETE COVERS
u
RAISED TO WITHIN 6 OF FINISH
TOP OF FOUNDATION
GRADE(OR AS NOTED) � i � �.I,�
77 EL=75,0±
(SEE NOTE#5 { %
Pro osed EL= 66.0 Pro osed EL=65,(5± Pro Posed EL=66.0
SLAB 27 Proposed
n
EL=67.17_ f, 4F �1� €.t; i.+u...ai I �� A _ OF A
+ 63. 5± r (9 Min 36 Max) , � 'r^. �, :�" (� •) Iu.. A� OF ��a AH h9
Sarah Jan�5on Feuer lodlce
.:r a..`. k. MORN
' 2" LAYER OF 1/8" - 1/2"STONE '� �
/ / / M. �,�� � JOHN M �, � G23 Strawberry Hill Road, Centerville, MA 02G32
65.00 ;: 64.25 .; 10 T° SA°NITARYTEESI4" 64.00 �� � 3/4"- I-I/2"STONE
FLAN VIEW O'I3EILLY -�
I o
O'REILLY' -�
u N c NO.46733 �= v CIVi_ Z
3 T p 63.47 63.30 63.00 iN 5 •' NOT TO SCALE SITE 5EWAGE D15F05AL SYSTEM DE51GN
`110�� GAS BAFFLE 1; i q •5
FROST 2 DROP 61.00 33.5 !,9 �. S1 ��. � C;��al 112 Dromodand Lane, Barnstable, MA
FOOTING �� SUM
SS/ONAL� J.M.USE GALLON EACH C PRECAST +� �*��� J O REILLY & ASSOCIATES INC.
500 GALLON LEACH CHAMBERS 7.5
SEE NOTE I Longest Run WITH 4'OF STONE AROUND
Professional Engineering & Land Surveying Services
0 1500,GALLON 17 15 (END VIEW)
SEPTIC TANK. DB-3 LEACr-I ING CHAMBER -� EL=53.4 BOTTOM TEST HOLE I 40 MIL HDPE LINER
D-BOX SEE NOTE 18 1573 Main Street - Route 6,A
33.5'x 12.83"x 2.0' 0 30 GO 90 P.O. Box 1773
H 20 (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax
SCALE 1 "=301 DATE: SCALE: BY: CHECK: JOB NUMBER:
G:\AAJob5\832010dice\lodice5d5.dwg 4/24/18 As Noted MTF JMO JMO-8320