HomeMy WebLinkAbout0069 COUNTY SEAT STREET - Health 69 County Seat
Hyannis
e
A= 291 — 164
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� j TOWN OF BARNSTABLE (/
LOCATION C-OUWTt7 SPA S ' SEWAGE#
.VILLAGE ASSESSOR'S MAP&PARCEL ` 7l— A9 l
INSTALLERS NAME&PHONE NO. --L 0/0Y7's
SEPTIC TANK CAPACITY /3-"
<_LEACHING FACILITY:(type) (size)
NO.OF BEDROOMS
p OWNER J O C 14,l e— C, _
} PERMIT DATE:, COMPLIANCE DATE:
"Separation Distance.Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S 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 facili Feet
FURNISHED BY - "✓J�
/ ' 1.
� �I
1
No. � 8a t /S'O
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftplitation for Mispo8al *pstrm Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. 9 CoU t7 n SC+r SJ xe&r Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel —/G �5�� a LL�1��r✓�9 G• FtoG>ifao l`
Installer's Nam, Address,and Tpl.Nov Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size _ �� �p 6�sq.ft. Garbage Grinder( )
Other Type of Building 5-;,F 4> No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 30 gpd Design flow provided 3 33 gpd
Plan Date Number of sheets Revision Date --
Title 5 /J 04 L/ A) O y
Size of Septic Tank jjM0 G/"L Type of S.A.S. �`/eL/� f�'G �- )QJ.S 6v
Description of Soil see l-
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 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.
S194 Date
Application Approved by Date 1�- Z6_200
Application Disapproved by Date
for the following reasons
Permit No. 2C2C2 5 2 Date Issued ®��
No. 05 Fee /J o
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABL'E, MASSACHUSETTS Yes
2ppfitation•for Bisposal *pstrm Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) stem RCom lete Sy
stem y ❑Individual Components
Location Address or Lot No. (�9 cou tin y SG d•T S%0CT Owner's Name,Address,and Tel.No. 41S f G U ej I u
Assessor's Map/Parcel —�(� J O SC P 4f M,G L 4Y JGLJ
Installer's Name,Address,and Tel.No* Designer's Name,Address,and Tel.No.
c� C� G`Yl. 11,4/V 4 F F L/f S(/2 Ve
Type of Building:
Dwelling No.of Bedrooms Lot Size l �� ��a 3sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) O gpd Design flow provided 3 gpd
{ :Plan Date _
q /�-O� Number of sheets � Revision Date
Title SIre n t AIV 0 ` Lam.,
Size of Septic Tank Type of S.A.S. Flee-- d 0'L ?(.)J,s Gv
Description of Soil 5 e e ®�
IfyJ
.s
Nature of Repairs or Alterations(Answer when applicable) 4
f � 4
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 Health.
Si Date
Application Approved by % Date
Application Disapproved by Date
for the follo ing reasons
` Permit No. 2e-x) - -2. 4 Date Issued 2008
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed�t 1.i Repo fired( ) Upgraded( )
Abandoned( )by J�.S�e P/'f M , CLfiv C2
at q CO J Au T y S f A T S/1{PC has been constrIcted in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No: dated 7-6,- 08
Installer J e- f F .-7/4-2)d N /S / Designer < ��/L ee S y 2 U Cy f
#bedrooms �_ Approved design flow 3 3o gpd
The issuance of thispermit shall not be construed as a guarantee that the system will\fimion as designed:
Date -Rig, t)9 Inspector 1 In
--------------
- --- ---- --------------- --
No. c-oo 8- .� Fee 11
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS
Misposal Opstent Construction Permit
Permission is hereby granted to Construct( Repair( ) Upgrade( ) .'Abandon( )
System located at 0 " S' Z
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 G r ZC7�fi Approved by
I� cl
r'!
cl
'- 0
` W
Ld
ry
C DW I®IL R 2i
t ;
- DINING KITCHEN T BATH Baru MASTER p O ry
in DECK OAK TILE V'NTL BEDROOM - J
O CARPET -Ln QC N
O V 0
RREP. --_J 2i LINEN W. p0 2' n 24" �. O
ABOVE_ {r %
(2)9 I/2'LVL'e ABOVE FLUSH 30 VB'. 7/6' W
------ 212 SQ -- S SQ
2i 2i T I PDOWNFP
I
1L 5 i:l L STAITSJ
2446 DN \
41 30 I/W.56 7/8' S 5
2i 2i 2446
30 1/5'.56 7/5'
Z
a Q
IOAK VING
5—ED 24 Z
LOOR
BEDROOM tt3 T BEDROOM 3*2 Q r'
2446 2i CARPET Y CARPET (� O
24 H
30 W
(4)II 7/e'
_LVL'n 40P/E PLUSH -� Q
R _ - -_-_-_ m a W Z
O u W-s In'
`" N Q
� ? ILMULLED F-
Z
m - 0-4 Vr 6.6 PT P05 m
..► s .
NOTE: .. $ u _1 o
CONTRACTOR TO REFER m o_n mHEAR WALL COMPLIANCE:
-
TO.WFCM 110 X 8 AND - - - Al" $ W. 30% OF EACH WALL RUN
CHECKLIST FOR ADDITIONAL VERTICAL SHEATHING WITH
NIGH WIND TECHNIQUES ea NAILS 3" EDGE/12' FIELD •JNEET s OF s
RELATED TO THIS PLAN (4)I(,d NAILS PER FT BOTTOM PLATE
16'-0• L- 15% OF EACH WALL RUN
VERTICAL SHEATHING WITH
YY4 12'-0' ed NAILS 3" EDGE/12° FIELD
44'-& (4)16d NAILS PER FT BOTTOM PLATE
rA
FIRST FLOOR PLAN
SCALE: 1/4' 1'-O'
. JOB: Wii
DRAYW�Y. lal
DATEI M5/06
Town of-Ba stable ' ,
Regulatory Services
' Thomas F.Geiler,Director
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,ILIA 02601
Office:.508-862-4644. -Fax: 508-790-6304
Installer &Designer Certification Form
Z
Date:
' e • s /�D✓�'t y l C -�-�C1 ;
r. / In taller:Designer: .
Address: Address: `'��
On GO 9 was issued a permit to install a
(date) (installer)
septic system at �6SeA based on a design drawn by
dated D00 e .
esigner)
_Zi certify that-the septic system referenced above was installed substantially acccording to
t.:"*,e design, wtich may include mini approved changes such as later: tdocatian of the
dtbufiion box and/or septic tank.
c: .
_ I certi rthat the septic system:referenced above was ins,tall! whiz'%=_W changes (x e.•
grea#ez tl p 0 lateral relocatioa-of the SAS'or any veztiI on of any.componank
of the.septt" em)but ia`aecoidance with State&Local Regi0ations Plan revisiox�t o�
certified de!dg r t&follow. i
er "s Signature) g ::: .,SO•
N:
�•{Va106$'.
s'tNI�I�RtP� •v
. er s Signature)
i� }
PLBA�aE RIETURN TQ BATS ` 'PUBLI WEALTH.DIViFSiOr : CERTMCATF.
OF COMPLIANCE
I3LYLLT CAS ARE RECE I) e� S'f 'E PUBLIC ,UM D .
THANK'YOU.
Q:HealthlSeptic/DesiPer Certifica on.Form w- c
Town of
Barnstable P#
Department of Regulatory Services
z Public Health Division MA&& S Ori Date
�
0 9 3 � 200 Main Street,Hyannis MA 02601�.(A
Date Scheduled �'�,' s`_� tr`n'%
Time Fee Pd. /
Soil SuitabilityAssess ent or
-� f Sewage Disposal
Performed By.CJ/ �^ � { 3�
l Witnessed By: ii.,��'�. -7 f
LOCATION& GENERAL INFORMATION „
Location Address I L70tQN S she���' Owner's Name At.CwPt LO NQ'T Ff soO
Address
Assessor's Map/Parcel: fA NP V�Q I P � #+64
Engineer's NameTA VC ff)AW�
,
NEW CONSTRUCTION /l REPAIR Telephone# 111
Land Use - 'Z e-)I
Slopes(4'0) e'er Surface Stones
Distances from: Open Water Body Ac�ft Pcnsible Wet Ar�e}a �'` ft Drinking Water Well _ft
Drainage Way: ft Property Line /C/ ft Other ft
SKETC :(Stre e,dimensions of In act locations of test holes&perc tests,locate wetlands in proxi 'ty to holes)
- i
a
N L;3
CD
t� r-
Parent material(geologic)' j//►������
,.3 Depth to Bedrock �
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face
Estimated Seasonal High Groundwater
D E ON FOR SEASONAL HIGH WATER TABLE
Method Used: J -�
Depth Observed standing in obs.hole: In, Depth to 5411 rnottlar in,
Depth to weeping from side of obs.hole: T n. Oroundwater dJu tment ft. l®
Index W I# Zeading Date: Index�Il levgl. Adl.factor R AdJ. routtdwater Level
PERCOLATION TEST Date 'lime
Observation
Hole# �_ Time at 9"
Depth of Perc _ Time at 6"
r
Start Pre-soak Time @ �' r — Time(9"•6")
End Pre-soak ,� I
Rate Min./Inch 2 q14,
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 1.00' of wetland,you must first notify the
_Barnstable Conservation Division at least one (1) week prior to beginning, t=P
Q:�SEPTICIPERCFORM.DOC
ZZ,vv �- 3�jZ
DEEP.OBSERVATION HOLE LOG Hole# CD
Depth from Soil Horizon Soil Texture .Sdil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
Consistencv.%Gravell
tQ-3. `
�2, �9
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color oil Other
Surface(in.) (USDA) e ) Mott to Structure,Stones,Boulders.
Cftgencv.%GraveN
• r
4
TION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency. o Gravel)!
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes ..
Within 500 year boundary No Yes
Within 100 year flood boundary No I Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervi us txi'al exist in all areas observed throughout the
area proposed for the-soil absorption system)
If not,what is the depth of natural occurring pervious material?
Certification /
I certify that on lO (date)I have passed the soil evaluator examination approved by the;
Department of Envir of
Protection and that the above analysis was perfor d by me consistent with .
the requir training,expertis d ex i ce described in�10 CNIR 15.017.
Signature Date
Q\S.EPTIC�PERCFORM.DOC
r
n,e -- +�utuaLdUle P# I '
'Department of Regulatory Services
s N Public Health Division
1639. i
�� 200 Man Street,.Ft Date l
E yapois MA 02601
Date Scheduled n
Time— '%e Pd.
Soil Suitability Assessment for
Performed By. s �o ewage D sal
Witnessed By:
CATION&GE �
IA=tion Address NERAL INFORMATION
q C LOCATION
TY SGA-T sTRLE-p. Owner's Name hie, �oNACd ANdP�So,J
NyaNN�s � a Bof�fl
Assessor's Ma /Pa # (�,�,U Address -bkaL,c,
p reel: i+1AP �91 Co7 ray �I/° t. ikwiowo, K-1. 0 8+3
Engineer's Name
NEW CONSTRUMON �- REPAIR
Ra B ER T
� Telephone#
LandUse.
t a`Slopes(%)_z _ 1�
Distances from: O I Surface Stones O
1 Water Body t 0 ft Possible Wet.Area t yea I -
�ft Drinking Water Well IS u _ft
Drainage Way—�_�-ft Property Line ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes 8c
perc tests,locate wetlands�n proximity to holes)
CoVNry sERT STa�
w L� Z�r � tp' ��• �
s*o
TP-3 TP-N
�-
4
o-
4 0
.On S $A D S-`r s. W I St,!26
a , At.Kar" y0�
cam+
W1=7(.AN�
�y ENs1L
Parent material )
(geolo is
g
- Depth to Bedrock
Depth to Oroundwater. Standing Water in Hole: I D 'r
Weeping from pit Face I I It
Estimated Seasonal High Oroundwater
DETERMINATION FOR SEASONAL,HIGH WATER TABLE
Method Used; _U S 4 5 LE
Depth Observed standing in obs.hole: ]D t
Depth to weeping from side of obs.hole: I.t1"""-In. Depth to soil mottles:
Index Well#&LVZ Reading Date: L o in
Groundwater Adjustment
z3o�D) 9-9- (o Index Well level Z . qdJ.factor
- Adj.Oroundwater Levei
Observation PERCOLATION TEST
Hole# bate LD �'lmtt I z
Time at 9"
Depth of Perc / a ----
�— / Time at 6"
Start Pre-soak Time @
End Pre-soak Time(9,-6")
oi ___:
Rate MinJlnch L Z. G Z U lwA 3Lt I o
Site Suitability Assessment: ire Pass S1"1�
Site•Failed: Additional Testing Needed(y/N)
Original: Public Health Division
Observation Hole Data To Be Completed on Back-------
***If percolation test is to be conducted within 100'of wetland,you must f
Barnstable Conservation Division at least one(1)week prior to beginning,first notify the Q:ISEPTICIPERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil. Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.
Consistency.%Gr
SU RFC Ll"j�
-3 G\ \ca+Lr✓l� toY� $
`T
t t%o � �
'` LL rtt:� - b 7.S�R 3 4 5'/, C�rc,arvtE`,
r_ s� �oY IZ
DEEP OBSERVATION HOLE LOG 'Hole# Z
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
C) S�� l� Sl� lD` -F f Z t�n sf c3
\�.\(f 6 o cA0 �L
N\vsir.--sp-14 P,
toyrG 4e, o '�f-or)rr t-le-
4,0�tLo11 Gti zpr 5 U toyc A,/6 ao
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color. Soil they
Surface(in.) (USDA) (Muosell) Mottling (Structure,Stones,Boulders.
Consistency.elo Gravel)
e. ...$ �s o a S` 40„
. Yam. b � o L'rt5
qo-ItiDte G t 5
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders.
e -_4
A0-1YD lt tea- 0 10.�14 0 L �l, c�r�nr•�t�,1-
Flood Insurance Rate Man:
Above 500 year flood boundary No_(:Yes
Within 500 year boundary No= Yes
Within 100 year flood boundary No Yes
Death of Naturally Occurrine 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? _—
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 3 5' (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,expertise and experience described in 3 10 CMR 15.017.
Signature Date. q
4 ;,... S k 7'r
>-.._.n�'`�-
LETGAND 4 :
WATER LINE —W W—
PROP. CONT.
BM CATCH BASIN EXIST. CONT
RIM EL w.01' � �•
DATUM- GIs WETLAND FLAG 1
STREET 3s.lo' �g�o,,
A Y2nneIa Gr
34
A
' — ^I\ SE
COUNTY 34.66' e d
x r i
33.42' r j
ay
~ 34.77' 33 29' —— =g2.82
L
c:
\. hlOB iA ❑urllnet ._. M C4ta S+IDOB FigYTEO a-(eleAmis
N87'00'00 E
27.00 r --� =4 34 LOCUS MAP
PROPOSED 30:6 ,
DRIVEWAY
PROPOSED 1500 \ TP A TP 2A TP A -I CA
PLAN REF: 14034 H-2
GAL TAW \ \ — — \18.7ft CERT 66849
57.3f \ ASSESSOR'S MAP- 291-164
0 0 �2' ZONING: "RE
SEE PROFILE 3\\ D B ' 1B o, LOT 5 0 VERLA Y DIST "AP" '
LOT 7 FOR STMTOUT \ 7YJP OF WALL` SETBACKS: 20 —10 —10
PROPOSED 3 BEDROOM EL' 34.4
NOTE \ 0• � FLOOD ZONE: "C"
N \ HOUSE T.O.F. EL 35 0 �` �F�4ss PANEL NUMBER: PANEL NUMBER.•
PROPOSED S.A.S. O 1
FD 32 _ O= DAVID 6" DATED.• DATED:
i0w 2.-50` B. c
0 34 m MASON m
14.7ft
I i $ R ,., NNo.106�a �y SITE PLAN OF LAND
oa 36 F, TOP OF WALL /l sq LOCATED A
FM 34.4 \ ` " 69 COUNTY SWAT ROAD
138
HYANNIS, MA
LOT 6
0 17,603tsq..& /\ 30
o 109'
Fly ,o� � � 1 ~---.� CB - PREPARED FOR.
1 oo'� _ F". JO.E' CLANCY
LOT SB / �E 156.26 - 28
I '
,�/ FENCE !� 28.9' SEPTEMEER 15, 2008
f S82'56,50•W
LOT 14
1
FAD. J } zB �D.A,AAa� REV
J ��
36� 34 f \ 3O �Z' �`114�9S� REV
32
°snn as sm P� STEPHEN o REV
J.
24.z'E°W,¢3 E°Wr4 EOWS ® DOYLE ` YANKEE' LAND SURVEY
24.4 ® < =37559
LOT 15 CO. INC.
EOW,#2 24.4'
GRAPHIC SCALE °
30 0 15 30 60 /EXISTING \ \
/ WATER EL 2z 67 40 INDUSTRY ROAD
EOF#1 05-03-06.
25.2• \ MARSTONS MILLS; MA 02648
TEL• 508-428-0055 FAX 508-420-5553
'r- 1 inch = 30 ft. WETLAND FLAGS BY ENSR CONSULTING"
SHEET 1 OF 2 JOB `' 54436 JF
EL. — 35. 0' y
TOP OF F6UNDATION
I- 20 MIN.
10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P.VC. °>
MIN. PFFCH 118 PER FT
NOTE: REMOVE ALL UNSUITABLE MATERIAL .FIVE FEET. AROUND S.A.S.
FIN. 34f DOWN TO THE "Cl" HORIZON AND REPLACE WITH
CONCRETE'COVER CLEAN GRANULAR SAND PER 310 CMR 15.255 (3).
/
sm" / / / / / 6'fAX/ ♦ / / / / /
FIN. 34f
4" SCHEDULE 40 PVC ISER lllllllllllllllllllll lllllllllllll illllllllilllllllll/llllllllll/llllllllllllilllllllllll I 15' HORIZONTAL
GEOTEXTILE FABRICK
FLOW LINE EL 32.57' / NO BREAKOUT
110-
INVERT , 1MIK 14"1 e ° o ,
EL.= 33.27 GAS INVERT LEVEL INV EL ° o ,e,a
�+�+ 6' SUMP 32.02' °, °DOUBLE WASHED 3/4" TO 1H1/2" STONE -
X INVERT EL.= 32 72 D►'ERT , INVERT , ° EL 31.42'
EL.= 32 97' = 34. 42 EL.=32 22 TOTAL FIELD LENGTH = 20.0'
DIS RIBUTION NO. OF FIELDS = 1
--1500 —_GALLONS BOX NO. OF DISTRIBUTION LINES 3 5' 10.4
PROPOSED SEPTIC TANK E WATER TESTED LENGTH OF DISTRIBUTION LINES = 19.5
IF MORE THAN ONE OUTLET DIST. LINES LAID
AND SET ON 6" STONE TO 0.05 SLOPE
GROUND WATER EL 26.42'
PROFILE OF 1
BOTTOM TEST PIT EL. 21.0'
SEWAGE DISPOSAL SYSTEM GEOTEX11LE FABRICK
NOT TO SCALE ADJ. GROUND .WATER m4em $ ° 80 �go�B o bo
ao
WELL — ATW 230 o MAXI MAX
TP#1 P# 11428_ TP2 P# 11428_ TP 3 P 11428 ZONE - D s. EFFECTIVE DEPTH OF
# ------ ADJUSTMENT 4.5' DOUBLE WASHED 3 4" TO 1-1/2" STONE
PERC <2 M/INCH PERC <2 M/INCH PERC <2 MI-INCH
EL 32.2' p, EL. 32,2' 0' EL. 32.2' p' TOTAL FIELD WIDTH = 22.5'
SL SL SL S.A.S. FIELD END VIEW
A 10 YR32 10" A 10 YR 32 8» A 10 YR32 8»
B LS LS �N OF Mqs
10 YR sA n 6 36" (EL. 29.2) B 1�SA n 6 36" (EL 29.2� B 10 YR 5 6 40" (EL. .28.2) ��� DAV1D sIV,
CI & GRAVEL C1 & GRAVEL AimE SANDo B. c
so YR 5 8 72 10 YR 518 6 p C 10 YR 518 120" MASON
C2 ODE SA" C2 M sSAAM EL. 22.2' � No.1066 G;
10YR46 L20" 10YR46 120 9F �o
EL. 22.2 EL. 22.2 SOIL TEST DONE BY STEPHEN J DOYE PLS, CSE s, s
DATE OF SOIL TEST 08111106
WITNESSED BY: DONALD DESMARAIS Design Data: '
Three Bedrooms = 3 X 110 gpd. = 330 gpd Required Flow
GENERAL NOTES Tp#1B p# _I_2342_ No Garbage Disposal Allowed
PERC <2 AflINCH Use. Field Design 20'L x 22 5'W x 0.5' Eff/Depth
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO DER EL 31.0'
TITLE 5 AND THE TO WN OF BARNSTABLE'_--- RULES AND p' SL (20 x ,22.5) x 0. 74 333 gpd Total Design Flow
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. A
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO 11" 10 YR 312
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" B LS
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 10 :YR 5 O
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN MEDIUM SAND 27" . A (EL 28.75)
10 FT. OF DRIVES OR PARKNG AREAS. H-20 LOADING SHALL BE CI 10 ,YR 518 -
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. WITH GRAVEL — — -ADJ HIGH H2O EL. 26.42'
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTERED IN PLACE. — — — — H2O- EL 21.92'
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 120"
6) UTILITIES SHO WN ARE APPROXIMATE ONLY, EXCA VATION CONTRACTOR EL. 21.0'
IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL TEST DONE BY DAVID MASON , R.S.
PRIOR TO COMMENCING WORK ON SITE. DATE OF SOIL TEST OB/19/08
7) CONTRACTOR IS TO VERIFY GRADES,AND ELEVATIONS AS WELL AS 54436
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. WITNESSED BY: DAVID STANTON SHEET 2 OF 2 JOB NUMBER_____________
I. '