HomeMy WebLinkAbout0121 FOREST HILLS ROAD - Health 121 Forest Hills Road
Cotuit I oil
A 025 007013
i
TOWN OF BARNSTABLE
LOCATION - ORA AA S lVQ• SEWAGE A Z003-100 a.
VILLAGE CAIA ASSESSOR'S MAP & LOT21-�"OOq— 03
INSTALLER'S NAME&PHONE NO. ELK— SinC�Sag�C776-IiQ! tq
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) —Cy2"e-rS Cis —(size)
NO. OF BEDROOMS
BUILDER OR OWNER S
PERMITDATE: l2,k3 COMPLIANCE DATE:
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,.Wedand and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility)
Feet '
Furnished by
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NO. 2003 -too `f THE`,,�OMMONWEALTH OF MASSACHUSET--S— r�6 �' FEE
t BOAR OF HEALTH v.
O F \' l JL✓
APPLICATION FOR PISPOSAL SYSTEM CON TRUCTION PERMIT
Application for a Permit to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) - Complete System ❑Individual Components
Location— '` ,/ Owner's Name
Map/Parcel# Address
S� Lot# � � lephone#
Installer's Name ���� Designer's Name
Address iyAddre,s
Telephone# Telephone#
Type of Building: Lot Size (9 Sq.feet
Dwelling—No.of Bedrooms Garbage Grinder ( )
Other—Type of Building No.of persons LD Showers ( ), Cafeteria ( )
Other fixtures
Design Flow(min.required)— —6!�> gpd Calculated design flow .>C) gpd Design flow providetJ3JS gpd
Pla • ate N mber of he Revision Date
Title �CLc.r
Description f Soil(s) "- " eI� �— 2`'- " "-'Zee
Soil Evaluator Form No. Name of Soil Evaluator w Date of Evaluation "7-7 S_
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install t above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and further ag not to pla a system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed /� %1. Date
FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
N ?00 " IVO '�'1�THE} O"MMONWEALTH OAF A'SSACHUSET�� � Fee
BOARD OF ALTH/
O Ft l « I
APPLICATION-FOR DISPOSA TEM CONSTRUCTION PERMIT
Application for a Permit to Construct (VI/Repair ( ) Upgrade ( ) Abandon ( ) - t Complete System ❑Individual Components
e G �h
Location Owner's Name
�G � � C)d t-C-1 _ 03
Map/Parcel# Address
Lot# lephone#
R_UQiI LS, 1. U 1 Ao -
Installer's Name e Designer's Name
w :
Address Y l f^^J^^ �ress
Telephone# l L, Telephone# +;
Type of Building: Lot Size 1 11091 Sq.feet
Dwelling—No.of Bedrooms Garbage G>;inder
W.,, ( )
Other—Type of Building No.of'persons S'hdwerP', Cafeteria ( )
Other fixtures
Design Flow(min.required) r�_gpd{ Calculated design flow gpd Design flow provided&ss gpd
Plan:Date`�'��' (SZ Number of sheets Rev Sion Date
Title vI
t
Description f Soil(s C)"- 7 u-� 2"-41 S``' 5a- A- 7� -
? Soil Evaluator Form No. —' -Narne#of-Sorl-E&aluato S t L.w-- Date of Evaluation '"7-2 IS-6
DESCRIPTION OF REPAIRS OR ALTERATIONS
a 123111
s
The undersigned agrees to install the�above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and further agrees not to pia the system in operation until a Certificate of Compliance has been issued by the Board of Health.
z ,
Signed 1. Date
4a&p ;,Q� ..
l
FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
NO. 2003- a* T E COMMONWEALTH OF MASSACHUSETTS J~FEE
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
Description of Work: 0,1ndividu Component(s) VComplete System
The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( );Upgraded( ),Abandoned( )
at I S
has-been installed in accordance with the provisions of 3110 C R 15.00 (Title 5) and the approved design plans/as-built
plans relating to application No. 2003-►0U dated 3 12 Lo 3 Approved Design Flow (gpd)
Installer
Designer:_ Inspector Date Vdligned.
The issuance of this certificate shall not be construed as a guarantee that the system will function as
FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96
Z
No. Z003-(00 THE COMMONWEALTH OF MASSACHUSETTS FEE
t2 BOARD OF HEALTH
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to Construct O Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage
disposal system at as described
in the application for Disposal System Construction Permit No. dated 3112103
Provided: Cons uctio shall be completed within three years of the date of this permit o c,n ' io s must be met.
Date J� 2 3 Board of Health
FORM 2 - DSCP DEP APPROVED FORM 5/96
FORM 1255 (REV 5/96) H&W HOBBSB WARREN TM PUBLISHERS- BOSTON
t� L�rh(1lvil Of I3i11'IlS�il�)�.C.
Department of Health,Safety;and Environmental Services
�THWE, Public Health Division Date -Z�-02--
367 Main Street,I lyannis MA 02601
HARNaTAHIA
16.19.MA99. Z J �Z- /� 'Fee Ind. .l�C) O v
"lFntto+�� Date Scheduled Time
Soil Suitability Assessrlient for Sewage Disposal
Performed By: a_0 �C I L :Witnessed By: Z.✓i S�.Q N�`�t
LOCATION & GENERAL INFORMATION
Location Address ( �'br�s k 11 s ~e Owner's Name \' lC rj \Sk',
Co 1 l� Address
Assessor'sMap/Parcel: dl/\r�,� �
02S r b0'1 Engineer's Name
' -c�13 1
NEW CONSTRUCTION ✓ REPAIR Telephone II
Land Use L_ e, `f t Slopes(%) Surface Stones.
Distances from: Open Water Body R Possible wet Area n Drinking Water Wcll R
Drainage Way n Property Line Il _ Other B
SKETCH:(Street name,dimensions of lot,exact locations oflest.holes&Pere tests,locate wetlands in proximity to holes)
Parent material(geologic) D✓Tt' Depth to Bedrock
Depth to Groundwater: Standing Water in I tole: Weeping from Pit race
Estimated Seasonal I ligh Groundwatcr 4
DETERMINATION FOR SEASONAL IIIGii WATER TABLE
Mcthpd llscd:
Dcpth Observed standing in obs.hole: in. I)cptli to soil mottles:
Depth to weeping from side of obs.hole: in. iinnuxiwaier Adjuslnienl Il:
..Index Well N Reading Date: Index Well level. Adj. factor Adj.Groundwater level
PERCOLATION TEST mate Time
Observation
Tole N' Time at 9"
w
Depth of Pere -- t, 66 Time at 6"
Start Pre-soak Time Q Time(9"-V)
i! 7r0
End Pre-soak
Rate Min./Inch
CZ
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
original: Public Ileallh Division Observation Hole Data To.Be Completed on Bach �
DEEP OBSERVATION HOLE LOG Hole
Depth from Soil Ilorizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munscll) Mottling (Structure,Stones,Boulderes.
0
2 Gravel)
Q Z- L,a au Y2 L/A
s1 f /a z
DEEP OBSERVATION HOLE LOG Hole# -4&-2—
Depth from Soil I lorizon I Soil Texture Soil Color Soil 01her
Surface(in.) (USDA) (Munsell) Mottling (Structure.Stones,Bouldej
o
e — Z
z-'ie' IRs�- s�
er/zo L '7/.y
DEEP OBSERVATION HOLE LOG Hole #.. '
Depth from Soil I lorizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency.% r I
DEEP.OBSERVATION HOLE LOG Hole#
Depth from Soil I lorizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
C-Qnsistency.° el
I
Flood Insurance Rate Man:
Above 5110 year flood bcundiry 1•10
Within 500 year boundary No Yes
Within 100 year flood boundary No Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? y e,.f
If not,what is the depth of naturally occurring pervious material?
Certification
1 certify that on (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training, e '�rti;e acid experience described in 3I-0 CMR 15.017. r
I
TOWN OF BAkNSTABLE
LOCATION I�� r NiI�S �• SEWAGE # ZMS-100
VILLAGE ASSESSOR'S MAP & LOT®25'GiG7- p(3
INSTALLER'S NAME&PRONE NO.
i .SEPTIC TANK CAPACITY d1 V
LEACHING FACILITY: (type) -.Veun�e ?�_(size)
NO.OF BEDROOMS
BUILDER OR OWNER C,0.4
PERMITDATE: COMPLIANCE DATE:
-n o
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 Feet
within 300 feet of leaching facility)
Furnished by
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A, 38'
z
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-_• ".+ RIDGE CAP
LINE OF CEILING
IN 510E OORtiE
LINE OF MBR 0 ® ---—_ --® —=--_- - - n .
CEILING AT O ,
101-8' _ __.__ 10 iv �qlp
_ Q ® M M ® _-_ q U PRCN4GABAf H�O NHOE99 I w ••, -46
- -® MAINTNN G E 8 OWN R.
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DR.A&A7 K O
pR U I I a I I DOOR OR TO I
MOLL
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-------- - -- ---
14'-0 1/2' I ' __ 1
sz•-o• � -- - — I O
I I I I I----- - -- ----- ---------�
-I-------------------.--------- --------- --- ' .. RIGHT ELEVATION U
SCALE: 3/14' 1'-0'
HIGHLAND CAPE FRONT ELEVATION o
SCALE: 1/4" I'-O° FILE 126E1ev ~W
O u1
U_Q
W t1�
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U
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0
rtlNe OF GRHAT
ATE .Y ROOM call 00
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USgA U,-0-LORD tyo
1ETI 4 t•GUTTER POR RUNOFFP J
1 OF 4iD nTeN CRN;KET
1a LCONI MIR •d„
.PP 1 •J f- —� ►d
ST OOR
_J W
•- 4'-4' 4-4• 9-1 VT 7t'-I 3/T 1 ( k 1 51w�P � ^�` �
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^ ___-________I kJKfiw O
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�--- ,---t----
----- -----------------------II L----------------� �r I W n IJ
�. .: .. BB ORTHRMINBO ON l
L1=FT .ELEVATION REAR ELEVATION KPH v
1
SCALE 3/I6'=1'-O' SCALE: 3/19'-r_o. ' -----------,--------------IT-'� �+ °,t
1512
n`
Q PROVIDE 4--0 COVERAGE,MR FOOTINGS-TO BE DETERMINED W m
f' A-I
%
4'
A-1
IN LINEN
-IL
7 BEDROOM' *
HAL
01 EN LIT UO
R;ILS
n N I PN Do TO OR.CLIPPED
OLLOW
CEILING LINE
() �j
-T-
LUS R�jEN.
L.
L
ATTIC :BEDROOM .
(_j 'I FLAT 01-0 AREA
(ROUGH I-OR HOT AIR
C4 SYSTEM)
.2 J11 3' 3 2-240 81-11" 2-71'. 1`300 rNEEWALL
- I OR
PEN .1 T 2-1 �,IX`l V5SOF
- T-r-5.
F ER. BEL
I SLOPE ISLOM
so,KNEEM 7 ,A
C.14 OPEN
in
ABOVE cm
CATHEDRAL
DORMER
If
91
SECOND FLOOR PLAN
SCALE: 1/4" 1'-0' 582 SF
SfDENt-F a/14/01
ULF WINDOW commrNTS
TO GRADE TO BE
STEPS DETERMINED ON SITE
V
x
DECK
12'XI6'STANDARD
12'X21'SHOWN
iY .431-01
k
Ow.
n,-Iil W-17
CF IT-2)V
BOOKCASES I
HALF WALL W/C:Ai
BREAKFAST/ KITCHEN
DINING
;r
IL
--------------------
o GREAT
1.2 SJI.��3--l-
ROOM LOW HEADROOM --
CATHEDRAL UNDER STAIRS I
T ATTIC ABOVE I/
tv
hl
0 i i-.L-LA DR.RM. GARAGE
t JALK- Tit
Y
'.::LOS BRM
2X8 JOISTS 9 14
L 2XIO RAFTERS
W/HANGERS/COLLAR TIES
AS REQUIRED
HALF
3'
0 RM/DEN C4
C4
LIN k R L.
;r
B.'-L L
0
CONC.SLAB /BRICK TRIM
.-r r- $BRICK PAVE S OPTIONAL) N
3- T-7
MASTER ON.
BEDROOM IIIIIHII H IIIHIIII
I VAULTED
HEADER HEADER IL
QABOVE OP .
LOP FLAT AT 10'-B' SLbPF,
2-
D
7-3[ . 22'-0"
7-9?v
FIRST FLOOR 5F
HIGHLAND CAPE FIRST FLOOR PLAN SECOND FLOOR --582 9 5F
TOTAL LIVING AREA 21TI F
SCALer, • REVOENCE FILE 1261
NcSHANE CONSTRUCTION COMPANY
Steven C. Hayes, Architect RESIDENCE
-P.O.Box 621-13relirster, MassachusetU.(508)240-1411
15 Bay State Court
0
;/E F --Jl
7 R.
SHOWN A
VENTED
'v RIDGE CAP
• .. D C.
_____ 11 -1 .
2XIP RAPIERS 16.O.C. HI �10
CEWNGS IT0 SLOPED VV
SKYLIGHTS INSTALUED /HEAD
�BILLL PLUMBTO CEIL)NG ANO
VENTED
DRIP EDGE CEILING JOIST
CONT.CTYP.I —'—'—'— 'may ap --
ASPHALT SpINGLE
F IXS FASCIA XIO RAFTERS W/Z�S CEIL'G JOISTS '
'� 80FPIT i o IC O.C.W/HANG RS/COLLAR TIES AS REQWR�NER9
a [7IYF-PZB A9 REQUIRED W/R 30 INSUL. FrP
R-30 BAIT NSUL'e FLA ReULAMT
.� CEILINGS EXf1'OSED TO A�TIC PRCE55 O - u m
SPACES(TYP) .A T u 9 1 7 ALL UNFINISHED
VENTED ZXIO It,O.G.FLOOR p{ gP, S THAN 30'GHER
DRIP EDGE JOIST[TYP] II g•_ II
CONT.[TYPJ S�CpN,D FLOOR
rAS FASCIA - --- 7
SOFFIT 1/2•GWB OR SKIM COAT I �'
ppRIE2E BLUEBOARD n BUILDER'S I 1
[TYPJ OPTION
R-0 OR R-13 BATT
2X4 EXT. INSUL EXT.WALLS ITYPI —
r
STUDS .
r•n M i i
CTYP1 INSUL.RLOORS[TYP7 0 m I I
WHITE CEDAR S/4'1% PLY=SUBFLR I Ol m m I I
SHINGLES OR W/3/4'FINISH FLOOR OR X g I I.
CLAPBOARD UNDERLAYMENT-REF.
SIDING OVER FINISH SCHEDULE —, FIRSyT:FLOOR _. Z
WIND INPILTR. j L - ------ -
REPRELEV9 NT:BLOCKIN
GINGG OR --- Q-HANDRIE IL L-I
BRID ^MID-SPAN \\
ANCHOR .— 9•
BOLTS n 2XIOoK•O.C. - --___—_-- 6l'-Oy,° '-
6'-O'O.C. FLOOR JOISTSITYPJ m-�I
4-2XIO GIRT(TYPJ I m ( i��3-
REF o to -4" - ---- 431-0' - ----'---'--"--- ---' 21'-8_Ys" ---_--�, U
3-1/1'LALLY COL 5 T 9°REP.PNDN POR LOC. PL S STAID
B'CONCRETE 3 I/1'CONC.SLAB STRINZ)E)�J 10'-0 21'-IOyj"
FNDNWALL BSMT -
'- 6•XI2•LALLY COL. TOUI=FF - 5'-0'
P O .
PADD rTY[TYP]
14'-0' HALF WALL ENDS m -®
13
TYPICAL 1BUILDING SECTION /� — — — — — — -- — - — — — — - — — —_ ---
SCALE 1/4'=r-O• iv '�J — — — — -- — — — — — --' -- -- — -- w
c m
P IF
12'THICK I j r1 I{ I Z Z
&NC.FIREPLACE BASEMENT I '�• U,I 1 .�W
FOOTING
SLAB CONCRETE u Q
ei X IO JOISTS Y 16'O.C. t P( W 1 L I
19'-13/," II'-ly," 91-0' I k� I Z LiJ
- —I`- -- ---- I Q I TOUT= FF - I'-O" I Q
4'-9" 4'-9_ 4'-9" -8y,, `-8y,_ '-02" 4' 6" 4=62'- 4• I 1
co
C4
O .I I I 0)
2.1 GIRTr xl GIRT I
-- r r _ F - - - - -- -
a - i- I
1 1_LON 30'x3 'd2�CONC LUMNFOOTING( YP)
SOLID Co UMN INDICATES UNEXCAVATED
BEARING OINT ABOVE
2X4 STUD WAL .1 1I (4'REINFORCED CONCRETE SLAB ABOVE
IL'O.G. FOR GARAGE-PITGH TOWARD DOOR TO DRAIN)
R-13 INSULATION UP 2X10 JOI TS°K' O.G.'-2' 4'-8" 5'-2• 4'-4" 4'-4 - 4120'-8"ALL OC ET- 3-2d _ RT ._- — — — — ., d EIR I .
z y
W I OLU- J L_ JW L — - WALL I _-i N { I I m
m IPOCK T I F POCKET
NOTE: PROVIDE 45 II I
j I REINF.RODS I'-O' O I I X a JOISTS I6'O.G. in
I V Q
O.C. TIE IN CONC.
4: , m
m\ �; 3 I X 10 JOISTS K'O.G. I eNTRI SLAB IF PROVIDED�� -J
I`
Q
r I lz
'° o —
N LAA-BSve
OF CANTILEVER 1Bo 1
S'CONC.FOUNDATION WALL TyW FF - 1'-0' I �
IFON IC'xe'CONC.POOTING 24�CONC.APRON
ITYP) I a xo
1' 9•-6' 1 1' 0"
IS'-O' "— 14'-0y2' I DOOR DROP 22•_�. DOOR DROP U U
M—TOW= FF - P-O' �a
FOUNDATION PLAN _ � 19
SCALE: 1/4" = 1-0' U)
/
SYSTEM PROFIL '
TOP OF NOT TO SCALE
FOUNDATION FINISH GRADE FINISH GRADE OVER
EL. 85.5 — EL. 83.0 FINISH GRADE OVER DISTRIBUTION BOX 82.5
r_ SEPTIC TANK 82.7 FINISH GRADE
o
OVER TRENCHES 82.5
_RISERS TO 6° —_�
OF FINISH GRADE 40 .�
77
�.r r`. � r'��'; �0. r°r.;.,'0r r•'o, rp .. `• b' .
PRECAST CONCRETE
0;o.r r _ _ 500 GALLON DRYWELLS
3"MIN. RISERS TO 61r r/,.. b,
MIN.SLOPE 1°�° OF FINISH GRADE OUTLET PIPE(S) LEVEL H-20 REINFORCED LOADING
13" a r FOR 2'( MIN.1% SLOPE TRENCH LENGTH = 25'-0"
6" _° MIN.SLOPE 1% Y BEYOND
- MIN. �;.. Q DRYWELL LENGTH = 8'-6rr
13"MIN. 14„ _
f s 79.85 79.50 o MIN. - 16'SUMP '•, _'° rrl O:il ` ° -r'?r' �'
-off o' c+ y (�,C "# = ov
"4' PVC OR CAST IRON TEES -�-r 7 :,25 I !" i�7 p,o:r 79.00 L° ,`�R
hyo `v ,,a h I _ .,rt• I;-A`'o''" '`ooi' L c', '� :'- , �." ° •r
y r. L p �~fir ' `r L�J'°•' 1101 O n Or` 'r r
W DISTRIBUTION BOX7s.7o MINIMUM INSIDE r
J GAS
1500 GALLON o UBLE
BAFFLE ` CL;-{ET INVERTS 2" BELOW INLLETON IINVERT WASHED 2CRU0 CRUSHED 3/4"- 1-1 2" DOUBLE 4,
PRECAST CONCRETE It'll`< MUM CONCRETE WALL THICKNESS 2" 4 STONE WASHED CRUSHED
,�; - ;e STONE
H-10 REINFORCED k"STALL ON COMPACTED LEVEL BASE
ELEV. 78.0 -
�_�. ,t . ,hor , 1.; TRENCH SECTION
`4,a �.:::, Q,�O °•' r�.o'rp,`•f Y`` �, .,'�O1, 'Qr 0'' ,r� , ,0� r 0 0 ,
SEPTIC TANK
INSTALL ON COMPACTED LEVEL BASE
911 MIN. 3" OF 1/8"- 1/21r
GENERAL NOTES: 4" DIAM. 36" MAX. DOUBLE WASHED
'. ELEVATIONS SHOWN ARE BASED ON ASSUMED _ PEASTONE
�_�
ALL PIPES IN THE SYSTEM MUST BE CAST IRON �� p,o. " it
OR SCHEDULE 40 PVC. �r a ,�,:, ,o•, 3/4"- 1-1/2"DOUBLE
o ' '. �� ;y�r �, ^ r6 a a. HEALTH AGENT/CAPE & ISLANDS ENGINEERING ,r. l ' (o:r WASHED CRUSHED
"°; -• MUST BE NOTIFIED WHEN CONSTRUCTION IS = 0:'b'; °;: ;:'° STONE
te COMPLETE PRIOR TO BACKFILLING. 11 „
- d T. ANY CHANGES IN THIS PLAN MUST BE APPROVED 48 5-2
�r BY CAPE & ISLANDS.ENGINEERING AND THE BOARD TRENCH WIDTH
s '
OF HEALTH. 13'-211
`i. MATERIALS AND INSTALLATION SHALL BE IN
COMP LANCE WITH THE STATE SANITARY CODE 35
NUMBER OF TRENCHES 1
�149"
' ITLE V]AND LOCAL APPLICABLE RULES AND
s2 NUMBER OF DRYWELLS 2
� ULl IVBV�
// 'y}• .may !r by .na
NORTH ARROW IS FROM RECORD PLANS AND IS OBSERVATION PIT
T I'Iv 1�i~v�r�c.r r �R S�Lr-�r� E�vE�' t iw'c�r�P0S��'. .
® o / WETLAND EL.42.0
WATER SUPPLY: MUNICIPAL WATER SYSTEM.
3. FLOOD ZONE C [NON-HAZARD] P-10,273
. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL PERCOLATION RATE: < 5 MINAN
GROUND DISTURBANCE OR VEGETATION REMOVAL WITNESSED BY: D.STANTON
'� WITHIN 100 OF WETLANDS,.INLAND OR COASTAL� °�%_ l• BARNSTABLE BOARD OF HEALTH
BANKS OR FLOOD HAZARD ZONES. DESIGN DATA DATE: J U LY 251 2002 PIT#2
Orr
o y" PIT#1 11
r
-✓ ° __Au
=AW= LOAM =AW=LOAM
c°' 10 YR 2/2 10 YR 2/2 NUMBER OF BEDROOMS 3
2" 2" GARBAGE DISPOSAL NO
=B= LOAMY SAND =B= LOAMY SAND DAILY FLOW 330 GPD.
1oYR 5/4 1oYR 5/4 SEPTIC TANK REQUIRED 1500 GAL.
48"
LOT 13
48" SEPTIC TANK PROVIDED 1500 GAL.
LEACHING REQUIRED 330 GPD.
z 16,281 SF. w
J
^' =C= MEDIUM SAND =C= MEDIUM SAND
s SIDEWALL AREA = 152 SF.
46.00' o
231�, 1oYR 7l4 10YR 7/4 152 SF. X .74 G/SF. = 112 GPD.
sE BOTTOM AREA = 329 SF.
12 OPO GE.o
rn 3 gDRM HS GP�'
329 SF. X 0.74 G/SF. = 243 GPD.
ry o A4.00 1�, Z�.00 LEGEND NO GROUNDWATER
o. PROPOSED CONTOUR 120" NO GROUNDWATER 120" LEACHING PROVIDED = 355 GPD.
�ti o o SINGLE FAMILY RESIDENCE
52 M-- EXISTING CONTOUR
°°°
PROPOSED SEWAGE DISPOSAL SYSTEM
® OBSERVATION PIT
Y
t Arr M PREPARED FOR
`° I� �RES�R% ❑ DISTRIBUTION BOX
!� 2�a
4 ,.� �, r, <w McSHANE CONSTRUCTION
I� o j SEPTIC TANK �U\� LOT 13 FOREST HILLS ROAD
® P,cNA++- — �''�A` ' BARNSTABLE-COTUIT,MASS.
E�.801
�I- ��1� SOIL ABSORPTION SYSTEM �_ ,������'��• �,�(,
PLAN NO. 073102 SCALE:AS NOTED
RESERVE RESERVE AREA
FILE N0. 361 BA. DATE: JULY 31,2002
�G DAVIF' ' ' SEPTIC FILE NO. 71 PCS FILE: FORESTHILLS
22.2Fi PIPE INVERT ELEVATION C,IAPl l;t'
I .
cf1N{L:%ti v
CAPE & ISLANDS ENGINEERING
PLOT PLAN 800 FALMOUTH ROAD, SUITE 301C
SCALE: 1"= 30' 25 7-013 13 105
1l I J 1
�-- > > > MASHPEE,MA 02649 (508)477-7272
MAP SEC FCL LOT HSE rh
SYSTEM PROFILk'-
TOP OF NOT TO SCALE
FOUNDATION
FINISH GRADE FINISH GRADE OVER �''i4eISH GRADE OVER
EL. 83.0 SEPTIC TANK 82.7 DISTRIBUTION BOX 82.5
la� FINISH OVER TRNDCHES 82.5
. �:�,_� _•,_,� A, RISERS TO 6tt � _ �, aA __._..
OF FINISH GRADE ,o K� c, + I
° PRECAST CONCRETE
':0_�1`-' • � '"°;"'�- '•:,''o;o,''- �' ,'��'• �e', ,°' -''>. •;o �•b 3"MIN. `, b e' 500 GALLON DRYWELLS
RISERS TO 6" `�
,—' s MIN.SLOPE 1% 1 OF FINISH GRADE �- OUTLET PIPES) LEVEL H-20 REINFORCED LOADING
13"
6" .° MIN.SLOPE:1% FOR 2'( MIN.1% SLOPE TRENCH LENGTH =25'-0"
MIN. E.r E BEYOND) DRYWELL LENGTH = 8'-6"
13"MIN. 14,t7 ;
v, 179.85 7950 c, � _MIN. _� .� 6 SUMP � o.o:, �, 4.0:, r
PVC OR CAST IRON '<` 79.25 79.. 7 !: ., o,o:, o `:, ° •, 'q', o\; : , •, ,o:, ,moo, •,'o;o,
- 0 TEES �.:_ .� 79.00 ,., o
J .'� , .°'r0 ,o•,'�•�r.' ��h • ,fin: +t:`(L�.d'.�,Q 't,,007 L'__�''cr �' ,n •.I , ,. •r
� DISTRIBUTION b oo �. o �,a.,' , o °b o ,
_ o w GAS UTION BOX 78.70 ,'
J •,
1500 GALLON ? BAFFLE A A�lii`iIMUM INSIDE DIMENSION 12" 3/4"- 1-1/2"DOUBLE _PRECAST CONCRETE •� OU F `ti INVERTS 2" BELOW INLET fNVERT � WASHED CRUSHED3/4 1 112" DOUBLE 4,
; Mfl� M CONCRETE WALL THICKNESS 2 STONE WASHED CRUSHED
0 �y q it S111ALL ON COMPACTED LEVEL BASE 11 STONE
BSMT.FLR. o_ H-10 REINFORCED _:
ELEV. 78.0
�:, �i: 0,• .�, .1 , •1 +',. ,, i •,° -.•ice ::..•„ ,°- ,t i P 11 cr ,10 r�®�
TRENCH SECTION
:, ,dam :•�°• ,.• r. 'n ,, . ,.,. , 0� 0 0,.•°• r.•,
SEPTIC TANK
INSTALL ON COMPACTED LEVEL BASE 9" MIN. 3" OF 1/8"- 1/2"
GENERAL NOTES: 4" DIAM. 36" MAX. DOUBLE WASHED
1: ELEVATIONS SHOWN ARE BASED ON ASSUMED `
PEASTONE
ALL PIPES IN THE SYSTEM MUST BE CAST IRON o,o- "
OR SCHEDULE 40 PVC. - -
H,.-ALTH AGENT/CAPE & ISLANDS ENGINEERING o'' , o �_�. • o`. +-
3/4 1 1/2 DOUBLE
a',.'' WASHED CRUSHED
MUST BE NOTIFIED WHEN CONSTRUCTION IS : ; �'r' `V '; °' STONE
, a
��(`"JIPLETE PRIOR TO BACKFILLING.
4 APJY CHANGES IN THIS PLAN MUST BE APPROVED a 48" I 5'-2" 4 "
3Y CAPE & ISLANDS ENGINEERING AND THE BOARD TRENCH WI H
CIF I-IEALTH. , „
., 13-2
r IN k s �� S' a 5, (JIATERIALS AND INSTALLATION SHALL BE IN
S 2 ?'49" ""� o �` ' ' �' r �_�° '``; OMPLIANCE WITH THE STATE SANITARY CODE NUMBER OF TRENCHES 1 35'
0 1� gyp, „c p 1,n ,
33g1 a z r Leant ;E�T+VD LOCAL APPLICABLE RULES AND NUMBER OF DRYWELLS 2
, ,�U1 .1�3NS
,, N,� oiIPS�a4s"" .:? ��;'"I�J� S r ^•^, ra. r� qA ' v `..0 ,�,..,..
I a �. a .4��a lea rY< J i.:a :e�aial; D t L�1NS AND 10 b-�_ -���, �r Ni
:` .'3 `I
= ' I:...:. ,_.I�.; OR.50�_AR EFd .R(aY PURPOSES.
• - I .�� RIBA l l _. �%� ��� \- •`a$'t ,,. _
s+yj
�,t.�1t': �.Y. r-.,_.-;_ D�L.02.G
34 . €.:r DD ZON C (NON-HAZARDS —• _.....�_�
:.
`:� w`� r " ti ; • 9; TI1iS PROJECT DOES NOT INVOLVE ANY PHYSICAL F'-10,27E
a PERCOLATION RA£"E: < 5 �11N./IN
�'' Gi OUND DIS"TURBANCE OR VEGETATION REMOVAL WI NESSED BY: D. ,TANTON
• V 7HIN 1 00' OF WETLANDS INLAND OR COASTAL BARhSTABLE BOARD OF HEALTH
,�.I.NKS OR FLOOD HAZARD ZONES.
PIT DATE: JULY 25,2002 PIT#2 DESIGN DATA
Ban o 011
N - ,
=AW= LOAM =AW= LOAM
10 YR 2/2 10 YR 2/2 NUMBER OF BEDROOMS 3
2„ 2" GARBAGE DISPOSAL NO
- _ =6=LOAMY SAND =B= LOAMY SAND: DAILYSEPTIC TANK REQUIRED 150 GAL.
FLOW 330 GPD.
10YR 5/4 10YR 5/4
LOT 13
48"
48,,. SEPTIC TANK PROVIDED 1500 GAL.
ti z °� 161281S,F• CIS
LEACHING REQUIRED 330 GPD.
a
N
6 =C= MEDIUM SAND =C= MEDIUM SAND SIDEWALL AREA_ 152 SF.
060.0� o
10YR 7/4 10YR 7/4 152 SF. X .74 G/SF. = 112 GPD.
N
rn 12t P BORN HS GApNGE o BOTTOM AREA = 329 SF.
N 3 0 s;EGEND 329 SF. X 0.74 G/SF. = 243 GPD.
15.'v 24 11t r---
�, 52 - PROPOSED CONTOUR 120 NO GROUNDWATER NO GROUNDWATER 120" LEACHING PROVIDED = 355 GPD.
a _
SINGLE FAMILY RESIDENCE
�s•p0 000 � 52--- EXISTING CONTOUR
s
PROPOSED SEWAGE DISPOSAL SYSTEM
I� ?0 OBSERVATION PIT sI __ ,y� �U
f o
PREPARED FOR
•� a ❑ DISTRIBUTION BOX I,a c= ,ND
MCSHANE CONSTRUCTION
I— o. SEPTIC TANK
zp ;S,ai�A �� LOT 13 FOREST HILLS ROAD
E�$0' SOIL ABSORPTION SYSTEM ,gy�v BAR NSTABLE—COTU IT,MASS.
PLAN NO. 073102 SCALE: AS NOTED
RESERVE RESERVE AREA
`��'- FILE NO. 361 BA DATE: JULY 31,2002
�?' = SEPTIC FILE NO. 71 PCS FILE: FORESTHILLS
22.26 PIPE INVERT ELEVATION ( crjA�;�.;= .,',
PLOT PLAN 2
Az
SCALE: �r
SCALE: 1"= 30' o 0 0 in,�` =`'�s�F�` �� CAPE & ISLANDS ENGINEERING
25 1 7-013 13 105 ��i �.;,�},L ,,
+ 800 FALMOUTH ROAD SUITE 301C
MAP SEC PCL LOT HSE uj uj � ` :,. ' .
MASHPEE,MA 02649 (508)477-7272