HomeMy WebLinkAbout0209 EAST BAY ROAD - Health ,-209"East Biy oad J
1Osterville a
A ' 140� 155001
y ,
r
t - p
a
3
e
T
;i
No. / L R. ,. n.`• Fee 1 00
TAE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ZIpprication for Mi.5pogar *pgtem Construction Permit
Application for a Permit to Construct( 'IQ Repair( )Upgrade( )Abandon(. ) k omplete System ❑Individual Components
Location Address or Lot No. ne 's Name,A less and Tel.No.
Assessor's Map/Parcel 140 1 55 1 '
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
�I off: v rout `!MrI 5'v1_C..i'VM- �l
6�
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 ® gallons per day. Calculated daily flowWO? �I alIons.
Plan Date Number of sheets Revision Date "'—►
Title
Size of Septic Tank ( C1 r L Type of S.A.S.
Description of Soil r1_2
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 Certifi-
cate of Compliance has been issued by this Board of Health.
Signed C Date
Application Approved by Date _ -2 2—r'
Application Disapproved for the following reasons
Permit No. 9 7 - l -1 7 Date Issued 7 �7
Ir __
TOWN OF BARNSTABLE VOOO,
.
LOCATION Lty SEWAGE #19,
VILLAGE e3 )�T tA ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. y
SEPTIC TANK CAPACITY /
r
LEACHING FACILITY: (`type) - (size) Co�
NO.OF BEDROOMS_
BUILDER OR OWNER ILL& 4�
PERMITDATE: .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 ormithin 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
- 3 - 3 9'
Y
lb 33'�
8--3
No. �. 7 / p Fee ' ✓�
T COMMONWEALTH OF MASSACHUSETTS� 1 ry Entered in computer: s/'
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Ye`�
r s
01pphiatioan for �igool *pgtem Construction Permit
_ � 1
Application for a Permit to Construct Repair Upgrade Abandon t1 f om lete System ❑Individual Components f�
PP ( P ( ) Pg ( ) (. ) P Y P
1Location Address or Lot No. 0 wne 's Name,A dress and Tel.No.
Assessor's Map/Parcel .( (7 F; " ' S5 ► v
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
,S, V i �QC. t7 Pc.Co nS trvCf%a�-t �• � S V L U V i W R
;
r - 1
Type of Building:
pp��
Dwelling No.of Bedrooms Lot Size����q.ft: Garbage Grinder( ) 11
;�'`�--•_� Other Type of Building No. of Persons Showers( ) Cafeteria( ) 1
Other Fixtures
Design Flow 4 4 D 04 gallons per day. Calculated daily flow allons.
Plan Date �. LA tTF I Number of sheets. Revision Date
Title
Size of Septic Tank 15 n n ey%L kr Type.ofS".S.
Description of Soil d— Z. �'V�r�i�M / I r,�
` .
). Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:, /ter
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 Certifi-
cate of Compliance has been issued by this Board of Health. j
' Signed Date '
Application Approved by. ,� Date -2 7 '�2
Application Disapproved for the following reasons
Permit No. 9 - y Date Issued
.� f
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Comptiance a
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(X)Repaired( )Upgraded
Abandoned( )by
at ,SOP f-►- a.4� y has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 7/7" dated 3 .
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date 1 I "`� ' 7 Inspector
No. / / /7 7 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Di$po$aY 6p$tem Con$truction Permit
Permission is hereby granted to Construct(X Repair( )jUpgrade( )Abandon( )
System located at dO 9 QS G-�s /G�J ��S'-�P.r/�//�P 6141 n
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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 thiserjmit. '(-+
Date: ` �' �7 Approved by--'�-G -, C- ,
a
{
u `�t>u►r
TOWN OF BARNSTABLE
LOCATION �i4-ST.�c�7 �./Y SEWAGE#
VILLA"GE -- YT RA yk kl.t ASSESSOR'S MAP& LOT
INSTALLER'S NAME&PHONE N0:
SEPTIC TANK CAPACITY �... . �..
LEACHII�IG FACILITY; (type) ` J (siie)
NQi;OF BEDROOMS
BUILD . OR OWNER
[ PERMITDATE: .COMPLIANCE.DATE: �-1"�a•
Separajion Distance Between the:
i Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
P•nvate:Water Supply Well and Leaching Facility, (If any wells exist
;:on'site or within 200 feet of leaching facility) Feet
>:dge ot`:Wetland and Leaching Facility(If any wetlands exist
:within 300 feet of leaching facility) Feet
Furnished by r' t
qj
v
Ih r h ` V,
1.
TOWN OF B/ARNSTABLE
LOCATION 0 A V SEWAGE #
f
VILLAGE ASSESSOR'S MAP & LOT d .&�`-/
INSTALLER'S NAME&PHONE NO. _Ae ,l,4C1rm�
SEPTIC TANK CAPACITY e,'ri✓�
S/�A.an
ACHING FACILITY: (type) _Q Ckir.;P_� Ctio >S (size) f.2 X_
[S/O.OF BEDROOMS
BUII.DER OR OWNER .Si k-/�
PERMITDATE: -2 f,7 COMPLIANCE DATE: %L i= 2.7
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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 leaching facility) Feet
Furnished by
I n214
7s -3
1 SOIL EVALUATOR FORM
FORM 1 -
e� Q,4 j w Cf� Page 1 of 3
Date: �,,ze- 1;y
Commonwealth of Massachusetts
i��Q�vdbG6 , Massachusetts;., .,,
uitabili Assessment or On-site,k ewa e'Dis osal
co�r _
4 xp
T�L SL- Date ..........
Performed By: ..:.....:.......- .. ...................
witneSsed y. ,D ®...........
Address Owner4t NAM,
jC7 �/�w�i
A �:r, ,1af
Addressa *� ,~2 3 ti t AAd—.�ud : X�3'�-`.���r'Z.� � �01�
_........9 M.,. Rep M.�_
ew Construction« a(r.. ❑ _
#
Office Review
Published SQi1 Survey Available:.No 0
Yes
it ..............
yPublication.Scale So"Map Unit (..G'
n Published
........................... ..... ................................
Year a Class. . . li ..... Soil Limitations _...
Drainag _.,..
Surficial Geologic Report Available: No Yes t
k
�� :... Publication Scale :.' �•�
:::'
� Year Published �� x. t
Unit ` .........
Geologic Material (Map ) /�... ` °..........................................................................................
........ /'' .. /- ,..J�®� i .................f.................................................................
. clb(..i.. .,c�,t ................4 c..................................................:..............
Landform
Flood Insurance Rate Map: ± i
Above 500 year flood boundary No ❑Yes
Within 500 year flood boundary No
❑ t
El
' Within 100 year flood boundaryy No LJYes
k G }
;�
Wetland Area:
unit t .....
National'Wetland Inventory Map (map ) , ;
Wetlands Conservancy Program Map (map unit) F van Ap. ............F.........................................
): Month AA;O�Y ,/9
-- - -Current.Water,Resou rce Cond}i„ ns(USGS "
No 5
r
' rural ormal
V Range :Above Normal ❑Belcw N
" t
�Ot}ie -`References Reviewed.'
DEP APPROVED FORM-12/07/9S
i
r ,
FORM ii - SOIL EVALUATOR FORM Page 2 of 3
Location Address or Lot No.
On-site Review -
t•"t
- l. '°/(o Time: GD / Weather
Deep Hole Number'° � '}3 Date ua .
t r Ro/J t2
ntif "on stte Ian)r 1 ��•-'::•... ,
'Location' ide, Y ,P
Slope ' 'Surface Stones `' ® x , M.
Land Use `.A... .(.
Vegetation :`..fvµ,.;.
Landform / A-
Position on landscape I(sketch,on the back)
► . ...�...�..:».Distances from: .�..�.,,��....w�_.__ ,...�.. ..n...r_. _ .. . � �,___..._ .., ....
Open Water Body
NCO.A feet'-,O I Drainage way. feet
• r j. .,��^.�� r � feet
i .....= eet, , # Property Line .
j Possible Wet Area f
i Drinking Water Well
' -:.... feet Other
V DEEP OBSERVATION HOLE-LOG
ther �.
Depth from oil or Soil Texture ,,soil
'`' Soil g f
Mottlin (Structure,Stones,Boulders, Consistency, %
Surface(Inches)
(USDA) ( �•Gravel) .
.J� .. .... � ��,f•a•'} a. ( :'4
i 2
I6
>SYP-
��-
.-.fs'... -.--. •• �}I�.�
12'_ F P)Awvf � i010/
'L s�i(
f,g p I"
.� t 1d x<rEkS� x Sa>1P':f f
i
i.
mP
;.Parent Material(geologic) 1 ? r, , { Weeping froit Face: M A�J4.
Death! Groundwater Standing Water in the Titiv�P � Imo, � � �v�
w Estimated~Seasonal High Ground`Water:
DEP APPROVED FORM-12/07/95 -Vic: r� }e;•.+g .• j i tr�x
,i
FORM n - SOIL LVALUATOR FORM
Page 3 of 3
Location Address or Lot No.
Determination for r seasonal Hieh Water Table
Method Used:
N
0 Depth observed standing in observation hole.....j. inches
Depth weeping from side of observation hole............ .... inches
❑ Depth to soil mottles inches
❑ Ground water adjustment ................... feet
Index Well Number �!!..!�.0`� Reading Date � ....�� Index well level ..7��....
Adi tment factor ..�/w Adjusted ground water level ................:.........................
........ ...
'us �D DF-
AS-r CT-►��c�
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? W
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on AA41 9,>99L (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 t.air iin,g, expertise and expereertce
i described in 310 CMR 15.017.
Signature to
DEP APPROVED FORM-12/07/95
FORM 12 - PERCOLATION TEST
I
e
I Location.Address or Lot No. I 4%S1 3H �S
COMMONWEALTH OF MASSACHUSETTS
Massachusetts
Percolation Test*
io•�
Date: .::..:. .... �a�..:. Time:..:...::.. .. .:::::.:.:..........
Observation Hole #
Depth of Perch'
Start Pre-soak
.. �o °. tom
1 End Pre-soak
r
Time fat 12"
Time at 9"
Time at 6"
Time W-6")
Rate Min./Inch t,j q4A 14 �i s
* Minimum of;1 percolation test must be performed in both the primary area AND
reserve area.
1 Site Passed. Site 1=ailed 0
................................................................:. . `...... ......_......_
Performed. By: V_1 ^ °'17 (_�
Witnessed By:
Comments: w..V .,�.� ...w .� .�. ...............M:w M �. .. :�....��..� .». w...� .Hw.M� ...........,
DFP APMOVED FORM-12/07195
t
-�, �74
1,16.2 0
ox B 26. AY
�Py // • 12.1 EDGE OF PAVEMENT
o `P 11.4
OLE )S O0, /
E PARCEL. _�_�S O® I _ �`� o�`'� PbLEE/ 0
7 5I ELECTRIC METER® q D
'Tp STONE WALL a / i
IRED. x`161 \
2p4 •MORE
ALS
W76
3No. 16. .. L 0 T 1
E Q� - ss' L. C. PI. 13082 C
��,� 43,649 SF t
/ Q-
-
x 17.1 ,� / J�
TBM • SB/DH FND / /Q /, V
EL = 18.84' 1 g '� / �.
O� � .
20 A��s?s'F \ 1�. P. SXtA ROPO INS SITE PLAN
16.0 DWV' /
x-�20.i �8.8 �6 psi �1D 17•5 �`? / '. AT
�s ppti x 16
209 EAST BAY -ROAD
x .s j 1` 's° "� F G ' ` OSTERVILLE, MASS.
01 ��• / '* FOR
x15.3
p 15.8
JON STOTT
j s ti� TM x 15.7 ,
? SCALE: 1" = 30' MARCH 21, 1997
�
12 x s1.1 �.. °o Q`�` Ilk- BAXTER & NYE, INC.
+ 12.4 �' 5.4 812 MAIN STREET �tH OF
12 �� Z�of I�qs OSTERVILLE, MASS., 02655 PETER Z
SULLI!/AIt
POLE 107/P4A h1� JO �y 8.�o
-e-10.6 x 11.8 g
S 8 8,10' W
• ` FS7l.ur'f '`i �
�! n LOG OF SOIL EVALUATION
A 6 AT 10.00
Q ENG 0787319
►'' • ENGINEER: BAXTER do NYE,
w
BOARD OF 14EALTH: EDWARI
EXCAVA . SHORELINE CO
' 1 ,
{ a
ELa 13 9
DESIGN DATA— SYSTEM 1 — MAIN HOUSE a
FND EL a 17.5' ro 0
SINGLE FAMILY — 4 BEDROOMS A 0 EL=13.O
WITH NO GARBAGE GRINDER FG = 16.5' S 2' f SANDY' LOAM
4 CULTEC 330 A SAN
DAILY FLOW: 4 x 110 GPD = 440 GPD 0-12" EL=12.9' 0 1
SEPTIC TANK 440 GPD x 200Z ffi 880 GPD 12.2' RECHARGER CHAMBERS BO LOAMY SAND
USE 1500 GALLON
' 12"-24 EL-11.9' 12"—
CU TEC LEACHING CHAMBER DESIGN 14.5' 1500—GAL
RECHARGER 330R 14.0'
SEPTIC TANK 13.75' 10.2'
ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED 13.25' 13.0' O MEDIUM SAND
WITH CAPPED ENDS d _
USE 1 — 4 DISTRIBUTION LINE IN 4 RECHARGER UNITS BEDDING AS
IN A 12' x 35' WASHED STONE FIELD AS SHOWN PER TITLE 5
_ 2.5 10. 12' o, 24"-8'. EL=5.9' 24"-
LEACHING AREA REQUIRED: 18' 10.5' _ w 10
— -• C2 FINE SAND
440 GPD/0.74 _ 595 SF
SIDEWALL AREA: 47' x 2' x 2 = 188 SF
BOTTOM AREA: 12' x 35' = 420 SF —13 EL 0.9
8'
TOTAL AREA: 608 SF
PERCOLATION RATE: </= 5 MIN14NCH 3 BELOW E .�P ND
• h ESTIMATED
WA 1 ' BE
• SOIL CLASS I NOTE: TED SEASONAL
GROUND
_ W GRAD AT
.DE��ELOPED PROFLL�S OF PROPOSED SEPTIC SYSTEM. - LOG of SOIL EVALUATION
g .
DATE: 07-18-96 AT 10:0
ALE
NOT TO SC No. P — 8731
ENGINEER: BAXTER do NYE
< . ' BOARD OF HEALTH: EDWAI
: y
EXCAVATOR SHORELINE C
TP i1
DESIGN DATA
_ SYSIF_M_ 2 — GUEST HOUSE FND EL +� 17.5' EL=13.8'
FOUNDATION TO BE CONSTRUCTED ,
SINGLE FAMILY — 3 BEDROOMS 0 EL=13.8'
WITH NO GARBAGE GRINDER FG = 16.5' EG/FG = 15.5' 3 CULTEC 330 A SANDY LOAM
DAILY FLOW: 3 x 110 GPD m 330 GPD 0-12" EL=12.9' 0'
SEPTIC TANK: .330 GPD x 200R = 660 GPD; 12.5' RECHARGER CHAMBERS B LOAMY.SAND
USE 1500 GALLON 12"
_C u TEC LEACHING CHAMBER DESIGN _ 14.3'
'
. ttFc:�IARGER 330R 14.0 1500—GAl
SEPTIC TANK 13.75' 10.5'
MEDIUM SAND
��
�a"� �
�, � � a� '�
._�
��
�� � i
( ��'I
I � I �
- �
� � -�_
i
- - J
v
r
10 70
�Eatt B y '
r -
t •� LOCUS
* , . B&ach
Rack
♦ N
item le ri
.' '.K ZJ
d LOG OF SOIL EVALUATION
J' • / 00 ••
DATE: 07-18-96 AT 10:00 AM
r �• .
• tf - ,j• .�- ENGINEER: BAXTER do NYE, INC. (BAXTER)
. .Q� _ e• ?` BOARD OF HEALTH: EDWARD F. BARRY
s� N EXCAVATOR: SHORELINE CONSTRUCTION
t
_DESIGN DATA - SYSTEM 1 - MAIN HOUSE
LOCATION MAP SINGLE FAMILY - 4 BEDROOMS FND EL = 17.5' EL=113.9' EL=15.6'
HYANNIS QUADRANGLE WITH NO GARBAGE GRINDER FG = 16.5' - 0 EL=13.9' 0 EL=15.6'
SCALE: 1: 25,000 DAILY FLOW: 4 x 110 GPD = 440 GPD EG/FG = 15.2' t 4 CULTEC 330 AO SANDY LOAM �A SANDY LOAM
SEPTIC TANK = 440 GPD x 200% = 880 GPD 0-12" EL=12.9' 0-12" EL=14.6'
ASSESSORS USE 1500 GALLON RECHARGER CHAMBERS
12.2' OB LOAMY SAND BO LOAMY SAND
MAP 140 PARCEL 155 - 1 CULTEC LEACHING CHAMBER DESIGN fl 12"-24" EL=11.9' 12'-24' EL=13.6'
ZONES: RECHARGER 330R 14•0' 1500-GAL
SEPTIC TANK 13.75' 19
ALL PIPES TO BE SCHEDULE 4-0 PVC PERFORATED 10.2'
AQUIFER PROTECTION OVERLAY DISTRICT WITH CAPPED ENDS 13.25' 13'0' C1 MEDIUM SAND OC MEDIUM SAND
USE 1 - 4" DISTRIBUTION LINE IN 4 RECHARGER UNITS '' �;r
ZONING DISTRICTS: RC/RF-1 IN A 12' x 35' WASHED STONE FIELD AS SHOWN BEDDING AS
MINIMUMS PER TITLE 5 2.5' o'
1 .
AREAS = 43,560 SF LEACHING AREA REQUIRED: 18' 05' 10' 10' 12' 24"-8' EL=5.9' 24"-10' EL=5.6
440 GPD/0.74 = 595 SF -
FRONTAGES = 20' SIDEWALL AREA: 47 x 2 x 2 = 188 SF C2 FINE SAND
WIDTHS = 100'/125' BOTTOM AREA: 12 x 35 = 420 SF
FRONT SETBACKS = 2�' � TOTAL AREA: 608 SF 8'-13' EL=0.9'
SIDE SETBACKS = 10'/15' PERCOLATION RATE: </= 5 MIN ANCH
REAR SETBACKS = 10'/15' SOIL CLASS I NOTE: ESTIMATED SEASONAL HIGH GROUND
BUILDING HEIGHTS = 30' WATER 13' BELOW GRADE AT TP #1
DEVELOPED PROFILES OF PROPOSED SEPTIC SYSTEMS
` LOG OF SOIL EVALUATION
NOT TO SCALE DATE: 07-18-96 AT 10:00 AM
No. P - 8731 _
ENGINEER: BAXTER & NYE, INC. (BAXTER)
BOARD OF HEALTH: EDWARD F. BARRY
EXCAVATOR: SHORELINE CONSTRUCTION
DESIGN DATA - SYSTEM 2 - GUEST HOUSE FND EL = 17.5' TP #1 TP #2
SINGLE FAMILY - 3 BEDROOMS FOUNDATION TO BE CONSTRUCTED EL=13.9' EL=15.6'
WITH NO GARBAGE GRINDER FG = 16.5' 0 EL=13.9' 0 EL=15.6'
DAILY FLOW: 3 x 110 GPD = 330 GPD EG/FG = 15.5' 3 CULTEC 330 O SANDY LOAM OA SANDY LOAM
SEPTIC TANK: 330 GPD x 200� = 6fi0 GPD 0-12" EL=12.9' 0-12" EL=14.6'
USE 1500 GALLON 12.5' RECHARGER CHAMBERS
BB LOAMY SAND BO LOAMY SAND
CULT'EC LEACHING CHAMBER DESIGN 14.3'
RECHARGER 330R 14.0' 1500-GAL 12"-24' EL=11.9' 12"-24' EL=13.6'
SEPTIC TANK 13.75'
ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED 10.5'
WITH CAPPED ENDS . _ .: .. 13.0' 75' C1 MEDIUM SAND OC MEDIUM SAND
USE 1 - 4 DISTRIBUTION LINE IN 3 UNITS
_ - - IN A 12' x 25' WASHED STONE FIELD AS SHOWN BEDDING AS
to
PER TITLE 5 2.5 o;
LEACHING AREA REQUIRED: 10' 10.5' 33' 12' 24"-8' EL=5.9' 24"-10' EL=5.6
330 GPD/0.74 = 446 SF ,
SIDEWALL AREA: 37' x 2' x 2 = 148 SF - C2 FINE SAND
BOTTOM AREA: 12' x 25' = 300 SF
TOTAL AREA: 448 SF 8'-13' EL=0.9'
PERCOLATION RATE: </= 5 MIN/INCH
SOIL CLASS
NOTE: ESTIMATED SEASONAL HIGH GROUND
WATER 13' BELOW GRADE AT TP #1
FINISH GRADE
x
a
►� COMPACTED FILL 3' MAXIMUM
1/8" - 1/2"
a - - - - - PEASTONE
'n 3/4" - 1 1/2'
r�i d q DOUBLE
•.. . WASHED
.. TEC3�' DE
q :, �. a •�.52"
12'
tt,
NOTES:
CROSS--SEC11ON OF CHAM67.
WATER SUPPLY FOR THIS LOT IS MUNICIPAL WATER SB/DH NOT TO SCALE
LOCATION OF U11UTIES SHOWN ON THIS PLAN ARE APPROXIMATE. POLE #31/19 -9•?
AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS
PROJECT THE CONTRACTOR SHALL MAKE THE REQUIRED
NOTIFICATION TO DIG SAFE (1-800-322-4844) AND
APPROPRIATE WATER DISTRICT FOR LOCATION DATA. TBM O PK SI'T
EL = 16.2C" 0
THE CONTRACTOR IS REQUIRED TO SECURE APPROPRIATE
PERMITS FROM TOWN AGENCIES FOR CONSTRUCTION DEFINED
BY THIS PLAN. S.Oc��/c hj O
26 16.2 'I'F
INSTALL RISERS AS REQUIRED TO WITHIN 12" OF FINISH GRADE. 153 S F
ALL STRUCTURES BURIED FOUR FEET OR MORE OR SUBJECT TO Ox e VEHICULAR TRAFFIC TO BE H-20 LOADING vv ,'I / 29889, 2.6 44 Y
12.1
Q• EDGE OF PAVEMENT
FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR I
SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS; POLL 'S 00� / 11.4 \
IN PARTICULAR 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE
TITLE 5. TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS �� POLL R
PART VIII: ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE Q / / 0
BOARD OF HEALTH RECOMMENDATIONS FOR ACCEPTED PRACTICE. V� v� �� 7.3 ELECTRIC METER® '4
REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM IF REQUIRED. G� /
Q• X', g / i �
BACKFILL WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS G�V NS 1 1 ?,\ TP t #1 STONE WALL
N
FOLLOWS: NOT MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE S / gyp•
_ -THAN 90% RETAINED ON No. 50 SIEVE, OF FRACTION PASSING No. 4, DO �� � 2p� , �6 4220' W
10X-OR LESS:TO PASS No. 100 SIEVE AND 5% OR LESS TO PASS No. h / 0 �36'
200 SIEVE, SOIL TO 9E A
APPROVED BY CNGINEER FOR COMPLIANCE / �,� ; �� ? L 0 T 1
PRIOR TO PLACING ON SITE. �,
0 17.9/ �' S.� \, �s L. C. PL,13082 C
q. O� �` �� 43,649 SF t
01
10
CQuo / ,`
Sr g ry
x17.1
z7� / �� J � •
3 �•' i Q"
�-
TBM O SB/DH FND
EL - 18.84' g D V
04
• � A8. S1N� F AM1LY �r 16 �
- ' 20 R�?,� �,,. PR��esEo NG - e� SI3'E PLAN
� ,,
�
16.0 x20.1 � 8 �6 5 h
G'l
x 17.7- 209 EAST BAY ROAD
o �
15
x •5 OSTERVILLE, MASS.
y i x 15.3 FOR
16.9 .� JON STOTT
r
�? ;ry SCALE: 1" = 30' MARCH 21, 1997
i 4
12 x
�o .\ ��, BAXTER & NYE, INC.
tea+. t24 12 �� j 5.4 812 MAIN STREET titNQF�,
\ �H 1,1 pass OSTERVILLE, MASS., 02655
POLE #107/P4A •I9 JO SULLRIAN u,
-A-10.6 W m
S 84'18'10 �' 74
GRAPHIC SCALE
30 0 13 30 so 120
HAUSER� ET UX. ( IN �'r
N )
�F JOHN R. 1 inch = 30 tL
96075 (PPP03.DWG)
9