HomeMy WebLinkAbout0191 SANTUIT-NEWTOWN ROAD - Health 191 Santuit-Newtown 00, `
I
/ 031-002 Marstons Mills
1
TOWN OF BARNSTABLE
IiOCATIO SEWAGE # 7 /- q3 �r
031-®U a
VILLAGE ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO.,,4 1'j
e
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) �C9�,�.�,�s�f (size)
NO. OF BEDROOMS PRIVATE WELL
�� OR PUBLIC WATER
BUILDER OR OWNER �; ; ,tr��/,l-,
DATE PERMIT ISSUED: Oe
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No ��
i � � - �
�_ � _ � � �I
t �.
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THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
Application is hereby made for a Permit to Construct Repair an Individual Sewage Disposal
System at
Installer Address
Type of Building Size Lot..U.5,.&O.-t—Sq. feet
Z Other Distribution box Dosing tank 0/4
..........__.._............._..................................................._..................
Agreement:
The undersigned agrees to install the xdoredeocribed Individual Sewage Disposal System in accordance with
� the provisions of'JlILE 5of the State Sanitary Code place to oc�the system in
until no� u Certificate of Compliance hasSigned - -~-...�n—_'=--- --------- ..........................
»" ---
^_� ^ DateApplication Approved "y---' -�—�' -------------------'- --------------------
Date
Application Disapproved for the following reasons:..............................................................................................................
-
..........................................................................................................................................................................................................
Date
Permit
Date
—'—'''''—'''''-------'-'''''-'''—''''''''''—'---'--'---'—'-''''''—'—'—''''''''''''''''''-''—'—'''''--''-'--''
No...... Fss.........................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
....--.... -2'Z7( >r:�............OF........� !:c; ,;:): J11. 1le.---------------------------------------
Appliratiun for Disposal Murky Tonstrurtiun "Camit
Application is hereby made for a Permit to Construct ( c)foi Repair ( ) an Individual Sewage Disposal
System at
............... ...... -•----•-'r, •:x�c• `+lh- f.....407---.2........... r ` ..
Locat bn-Address �} t - or Lot No
GtL..r<�.t �`t Z/1 0j=. . ................-------•------•-------•-•-•-----------............---•--------•...............----
Owner / Address
W
� Installer Address �
d Type of Building Size feet
V Dwelling—No. of Bedrooms...............-9.......................Expansion Attic ka) Garbage Grinder RIA)
'4 Other—T e of Building No. of persons............................ Showers — Cafeteria
Other fixtures - �I.._..Y�
W Design Flow................J_ZQ...................gallons per per day. Total daily flow...._.....__�eo...._......__,_._._gallons.
WSeptic Tank—Liquld capacaty/ -M..gallons Length./U�_-lam_"_ Width_. '_ !._-Dams__._..•.....•._. Depth._5°:� !!
x Disposal Trench—No._A IA........ Width..444:......... Total Length...A)lI....... Total leaching area----- UA......sq. ft.
Seepage Pit No.......�.......... Diameter.................... Depth below ..... Total leaching area..-j. .j ,?..sq. ft.
Z Other Distribution box Dosing tank (A/A. /�
aPercolation Test Results Performed by.. s _._F.._J4(,--',j 1... .�.e:,)�.................. Date...iv .C..�
,.� Test Pit No. I................minutes per inch Depth of Test Pit....l.L.......... Depth to ground water........................
fZ Test Pit No. 2.-<.._....minutes per inch Depth of Test Pit.....l-W-------- Depth to ground water-__-�_tJa,...........
a .............. -•••••-----••--•-------------•----•...........----------•-.......----•-----•-------•--------------•----•................•......-•--.--•--
D Description of Soil...... Xl Al!.--5 t,.iJ. :�►)
V ..
W
........................................................................................................................................................................................................ Y:P
V Nature of Repairs or Alterations—Answer when applicable....kj__..................................................................................
---........•-----•-_...-••-•--•.............•••----•----•-•------------•----....--•----•------....-•------••--------•--•-•----------------._.......•-••••----••...............•----....----------.....
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of T I T LE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been is y the board of health.
Signed.------ -•--- •. = y .- Date..................... ............ .............
Application Approved B — �.�•� .�._ �- ,� Date
Application Disapproved for the following reasons------------------•------•--...--------....----•----..............------....-------•----••----------------------
••..................................•-•-•.....••-•-------•••--••----•••-------•-----...•--••----•-•-•-.....................-•-•---•-----------------••--••.................-•••----------•••--•-•--•-----
Date
PermitNo... ................._.... Issued................ .........••---•---•------•---------
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
......... � ......OF............. ................................
(9rdif iratr of Toutplianrr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( '�^or Repaired ( )
bY-•-----.....•----•----•---•-•-----------•---••-------------------•------------------•-.- -------- -----------•---•--------•----••--------------•--------------------.--.---------------•-••------
'7� •Installer J'
at-------•--•--�i .�'t' ...... .I.......: _ n 4._...._....4�----- ¢�� f 3�r.a�-------Ff�'..,'144--_---------
has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No......................................... dated................................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE.............. ................................. Inspector------. - ........................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
................................OF...................................................:.,.................._............
No........... l:..L/� � FEE........................
Disposal Works Ounotrurtiun ramit
Permissionis hereby granted........................................................................................................................................
to Construct ( ) &- Repair ( ) an In 'vldua& $e,%% a is osa�.SS
V ass
at No...............L 7... .... . ... .•..•-•� ....... � .
Street 6`-l 3 F
as shown on the application for Disposal Works Construction Permit No..................... Dated..........................................
----- - ..............................................
Board of Health
DATE....................I..........................................................
FORM 1255 A. M. SULKIN, INC., BOSTON
I
APPLICATION FOR CHAPTER 689
HANDICAPPED HOUSING
DATE September 12, 1984
Barnstable HOUSING Dept. of Mental Health AFFILIATED
AUTHORITY Cape & Islands Area Off ice SPONSOR
146 South Street ADDRESS 175 W. Main Street ADDRESS
Hyannis, MA 02601 Hyannis, MA 02601
771-7222 TELEPHONE 775-1199 TELEPHONE
NUMBER NUMBER 1.
Bureau of Housing Development
Executive Office of Communities and Development
100 Cambridge Street
Boston, MA 02202
Submitted herewith are four copies, together with pertinent exhibits of our
proposal for the development of housing under the authority of Chapter 689 of the
Acts of 1974, as amended. We understand that if a planning grant is awarded for new
construction or substantial rehabilitation, the housing authority must apply for a
comprehensive permit from the local Zoning Board of Appeals' if so advised by EOCD.
Also, we understand that the authority must complete initial planning, including but
not limited to (a) selection of a site, (b) neighborhood outreach, (c) selection of
professionals, (d) schematic designs, (e) securing of all EONS approvals, and (f)
securing of all local approvals and commitments within a .period of 180 days from
receipt of the planning grant. To the best of our knowledge and belief these con-
ditions can be met.
We further understand that there must be active cooperation of various local
boards, departments, and commissions. We pledge our support to securing the
necessary cooperation. We also agree that city or town departments under our juris-
diction will not require construction standards greater than the State Building Code
or the State Sanitary Code. We have read and concur with this application.
AFFILIATED 2f__ HOUSING
SPONSOR: AUTHORITY:
SIGNATURE 6jtNATURE
Mary Love Judith M. Barnet
NAME NAME
�SSvC��aT�
Area Director Chairman
TITLE TIT
LOCAL CHIEF
EXECUTIVE:
SI TURE
Martin J. Flynn
NAME
Chairman, Board of Selectmen
TITLE
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a
31
;LOCATION 1aV1 - SEWAGE PERMIT NO.
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JILLA E
INS 'LLER'S A M E i ADDRESS
Ain Z4--,k� /l5
Il U I L D E R OR OWNER
i� /-L y, 1�
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED �_ y_ -
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PLA►M_ G_ SCHEDULE ANr TYPEt
PEXISTI`NG SITE NOTE
_QUANTITY
m
Plant No. Quantity Botanical Name Common Name Size
- N
'�`�l f�Vr A. Water mains have a static-gessure varying .from f2
to 65 PSI and under the jurisdiction of the Center
EXT� �F vi le - Osfierville - Marstons Mills Fire District.
1 13 ' Juuiperis Chinensis Compact Pfitzer 3 gal
_ V
s ��Q j� -
Pfitzeriana Compacta Junipers B. Datum is National Geodetic Vertical Datum (NGVD), Z CV
a
vco
p Compact Inkberr 2-21/2, ft p varying„\ —;; '06 4�V� ,� C. Gas mains have a static pressure var in from- V�
Ylex GZabia, Com acta P Y --—
Holly VACANT LOT T79 - -- — 7 -o Rod rd �a
z 11 /_ _- -_ _ -� �q ANT 40 to 60 PS I and are placed at a , averageLLJ
R tiT
1 2 L�,� C,
3 5 Viburnum,Tomentosum ' Doublefile' 3-4 ft depth of 36 ( 32 to top of pipe ). {7as mains
Benchmark: top of r c Q
To are under the urisdiction of the Colonial Gas _
Viburnum \ �— bound el. = 104.40 \ �. Z
\�
S 47° 56 2 E ���\ Xr Company, W
Viburnum Sieboldi Siebold's 3 4 ft2' � ��� _
4 . 2 -1282 .30^ i
ICE\V ��12VIGE �S�T/ W �
Viburnum 90 \ �trE DETAIL an l�'OLE `,�... �rryA�
�_
1 . Rhodondendron Chinoides , 18"-24" -- — "'
t � Legend
- ►PROPERTY LINE Q5E ~ \ '�` g
"Chinoides" ' Rhododendron WI 101.0 elevation
DRAWING
. � Spot eleva ' n
UN1?�I�,faRollND 3 3 � ` �' GA`�, E 'rSl. ��'Y
6 2 Enkiantbus` Redvein 3-4 ftLi'�., _ \ \ - - Test pit
BREAKLINE G ,f'i•rON 'i'V RVic S Z
• _, �� c �4 G Gas line
vaiv� _ ---l'1� c� nan�Esrtc � '°�r OC 1—
\ S- �! ,? ew Water ate valve P i �� �l� �2 � �- � �► � ���t-�,�'j�,�1�i� I 57 g g t� Q
Cam anulatus Enkianthus / \ ` e- 8S w Water line = e
ercis Canadensis Eastern Redbud 6-8 ft \ ® Catch basin D I Ductile` Iron m Q J .�
?... 3 _o. _ _ ��: ago KPH 0W. J01`° �N ,� C'3
2 _rip ""Y � WARP 70 &EET
N
�4
°
104 This survey and Plan conform to
\®o� the procedural and technical standards !�
,
_ F for the practice of Land Surveying in ro
�• E, + hi S s�C . F,r
n
! r� the Commonwealth of Massachusetts. F� Z
( V / 1Ct
110,
FIN GR. � ��
CL
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a to Registered Professional 1. ro .�,
o y \ �\
Land Surveyor r r
SAUG�tz `Fo WAT�K �n�fA1►�►� �1T Q). 2 7j Os ��, \ 9\\ 13 `
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_ ��, Q ,; c. LIMIT F P
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\r >f \ \,:. E• plan is as an n - Z v
�1.�1NG � . • F �� _ ._ NOT This based on o
7
,. . he round instrument surve
In I _ _ 1111 ..III n _ \._ \ - - J
+i ,.,, t.., :. of � 1}• _ U
��r j - P ,..> ° � � ,_ � � ,�
-ALLOW _ o , v
► �&JV $ .,. y TOP \. \ � o
I _ Il_IU1 i
. �N � WD MIJLCM G Ors I
�• f NOT FINISH�0 QTHC �E � 0
O
f KOPoSED $A4►CFILL 1/3 SAID.
a
00�
r
t l� L oaM 1 .o - \ C B/d h f n o ca
z x piAMc?�� of � '3 �cqT Moss l0�' �J.ra -C4' , W fY' \Cr �; \0 9„y
\ E 3
%r�ut�inl,l. caw Ma�hr� LEACH PIT D15T �' r,J�w. � � � � �,�' � e �.
� Llfl \Q ': anchor. •\ W v o 0
� \ - - '� x � `� .«. .•Q \ - � G U
C 0 0 Pale •.4
. TOh Lac,•-�Il..l� , / . `� .._, -'. i, .. i J T5! o a; U
� / 4 �. 1018 o
102
ITYP.' TREE/S`HRUB _ PLANTING I v. E�.=� \ r N . \o I 35 cc
ro
---- '9 o
QE�Ei2VSLP
LP2 \ W,
44
c h-
E"
O.l e \ 10 6
,
s
i
APr► CONS
. \
_
-�
+'o - LP t:. .� fDE�'AIL - 1 2 0 6 r 100 ��epGe
I.J^ ✓� �46�7 b o • v \ \ 1 N C ., SJ tiJ� QCl
2 \\
1
-• i Assigned street line
C . ® \ G
•
R�S�C?? ! \ \ by lino of occupc. an Q�Qo� a�o� y r W
N 470 55 28"W
a - -
Rod and \ \ o �o C, -
CON\ 5U�-;SAS
1467.58;� �\ cap set
� ` \ ,\ \ \\ _ % ®2e coM -.
220-00 \ /dr f nd. 98 93
1. \ PROPERTY_ LINE; --- \ c
V A
` 3 ��-- IOO57 F- M
' If PViMT O Benchmark: toLn
w: Q N ��'of bound el.=101.2 .W9 W4 ¢ � m o Q0
/ i 2
SITE PL ¢ Of co
Co
o = o ¢ o
' pI IOI.7J !0 � ' � v cL � i
A , coiG
l ' c�s ¢ i _�co
�V lid G25 a o ¢ co
i W Cl:: ? —
Li W W 0 lD
\ (/) � ¢ W
BLDG NORTH SITE NORTH �° ,_--- ---_
� W � cnz ,
t�
If � Q '�
p Pr � 9 .97 ¢ � wa=.
T �X�� Ufa "d 910 I /1
j !01G vrA4Cr �'yub. 3 99. 10
l01
fW 1-F+'1".lNL � {� � Pole 93! 1 aeE v
h r �+�
G 0 tL
t k . _ t 7 '* 101 ��, J`\o G��SET TS �
4 � _
101A5
.�p Pole co
J
Reference: Plan book 408, pg. 81. "' a10
102
^.
GENERAL NOTES C= N
W
PVPeT rj
E i� , _ J�f1J U1 cD,
»« .� - - f. t 1, Prior,.to proceeding with,any construction,_the_Contractor _shall:verify. U r H'<
that dimensions and construction indicated on this Drawing comply with: w'z cn
�• Barnstable Zoning By-Law, Board of Health and related ',Agency J � rn
- - -
requirements and have entire Project laid out on the ground" by a ¢ Ui>
UJo 0 �
Registered Land Surveyor who shall certify that work indicated complies a✓ oa
with these requirements. ¢ Cn I w
SWF--,r: '
w ¢W Gt O
tf IID I �' 2. Prior to proceeding with any construction, the Contractor shall "' 3 °-
\VBL IN, coordinate exact extent of site clearing and disruption with°Architect.
_0o,\� F31� ' yl Pv�`T 3. Use area indicated by Architect for access during construction.
\IN �, ; � ,o" ' � 4. See .Drawing X-2 for Septic System profile and related information.
—_ -I`o
c a � G
�RAvI,
1.
5. All water service work from the new water main extension along
Z o. Santuit-Newtown Road to the outlet of _the water meter shall be
og o t provided by the Centerville-Osterville Water Department. The cost oIlk f r
this work' shall be paid for directly by the Owner to the Department. U N
2 o
H
N I P�-I P V T
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HW . H•
H X
usnoQ
U) a � r
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SEPTIC SYSTEM DESIGN DATA �.
10' - 6.
1500 GALLON TANK
-FINISH GRADE PERC LEACH RATE LEACH AREA CAPACITY
PROJ. BDRMS GPD/ TOTAL SEPTIC RATE (GPD/S>F) LEACHING STRUCT. (SF) (GPD) _z
3 - 5" DIA. 3 - 5" DIA r
BDRM GPD TANK (MIN/IN) SIDE BOTTOM TYPE NO. LXW/0 DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL (J)
KNOCKOUTS OUTLETINLET O CK ours /
5' _ g� O RESIDENTIAL TANK RISER 689-2 8 110 880 1500 <2 2.5 1.0 PIT 2 12, 0) 0)0 3.5 264 226 660 226 886 Lu
EXTEND TO WITHIN V of O Co Co 0
FINISH GRADE = to to
ALT. INLET 7HRU RISER \ 689-3 4 110 440 1500 10 1.0 (0.55 PIT 2 14'0 3.5 308 308 308 169 477
r MI r WINLET ,firi r r \ CH
PIT
3" PEASTONE
PLAN
;;- - LOT REFERENCE DATA m F--
. .,• 100000000 000000001 •r �W
C.I. COVER O GRADE /00000000 000000001/ •� a . cc
CONC. COVER V MAX BELOW GRADE ► 1100000000 00000000/ . h
K
21"0 OPNG 3/+wT0+ +/2• 1100000000 00000000/ LOT 0 (j•j 0.
4. sroNE ,; I ':• 1100000000 00000000/ =
PROJ. AREA PLAN REF. ASSESSORS LOT COMMENTS: H
r3. (ACRES) BOOK PAGE MAP PCL Q _ 0
14"
�•- Or DIA---•� 689-2 6.1 386 83 31 2 MUNICIPAIL WATER SUPPLY TO BE EXTENDED ACROSS LOT FRONTAGE
5. _ 7. VARIES - SEE SOiEDULE OF DIMENSIONS
4' uouiD LEVEL 689-3 1.0 382 33 150 6-3 MUNICIPAIL WATER SUPPLY AVAILABLE AT STREET LINE Ca 4
M.
3• ^,
`V 0 '
3" ors v
GENERAL NOTES o'
Co ro 'o
SECTION -°
C
1. ALL MATERIALS AND CONSTRUCTION METHODS TO CONFORM WfITH COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE V AND $4
al. v u
TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS.
a 4' A
2. ALL SEPTIC SYSTEM PIPING TO BE 4"0 SCH40 PVC. W
T
DETAIL - 1500 GALLON SEPTIC TANK DETAIL - 600 GALLON LEACH PIT (LP) o �4
- M -4 Qj
1/4„ 1, - O„ _1/41' C 1, - 0„ - a
3. PRIOR TO CONSTRUCTION OF SEPTIC SYSTEMS DEPICTED ON THESE PLANS, THE CONTRACTOR WILL OBTAIN A DISPOSAL WORKS CONSTRUCTION 0
PERMIT FROM THE TOWN OF BARNSTABLE BOARD OF HEALTH FOR EACH PROJECT. 0
0
0 4. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR ° 'U 'En
Ln
THIS PROJECT WORK THE CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE (1-800-322-4844) AND CONTACT THE -4
L►til!T F Li�l\lT �F CENTERVILLE OSTERVILLE WATER DISTRICT (428-6691) FOR VERIFICATION OF LOCATIONS
W " p 0)
\UDt2K I°� .r r
Y 5E!o1'IG, 2'� LIGHT DUTY C.I. COVER AT GRADE
PL.U&P.)IAIG ti"5 w01ZK
"" ;
C0NTQAGT0E2 EXISTING GRADE - �
-E _4
5T PIT N0. 1 TEST PIT N0. 2 O
TOP FOUNDATION 105.75 IQr ��
PROPOSED GRADE DEPTH ELEV. DEPTH ELEV. CL ro o
tU w
_' + > G u
� �' •�
105 v 0.0 104.8 U)
LOAMY SAND
RES. RISER-& CONC. COVER 1' MAX. BELOW GRADE SUBSOIL L 3
B tJ
N
4.5 100.3 a w W >4b
100 100.3 Lu
MEDIUM vai 2' c
6 OUTLET DIST. BOX SAND A
8.0 96. PT NOTE
96.8 �
1500 GALLON SEPTIC TANK PERC: <2 MIN./IN. I B FOUR OUTLETS NOT USED21
95
�Q A C LL
2 - 6-0 X 3.5' LP'S W 3' STONE PLAN o y owzI
/ 12.0 92.8
rg z N
LP2 BOTTOM - � ylNV o�
10.0 10.5 19.9 21.4 o NO WATER �o
90
+ 250 SOIL OBSERVATION PITS
DATE: JUNE 6 1986 0 -}- 3» 2'
ENGINEER: ELLIS . & THULIN, Inca 11" 9.5"
Q M
B.O.H.AGENT: J. CONLON (BARNSTABLE)
EXCAVATOR: AYOTTE CONSTRUCTION ¢w o N �
85 ^,�-. m C`0
SECTION A - A SECTION B- B Co
� � o
o 0 0
00 t0 d C�00 M
<C Q I ^�
INVERT o 0 0 00 0 � o � �
ELEVATION LIJ DETAIL - 6 OUTLET DISTRIBUTION BOXLl-
wlvo
_ - F- I- CC
• to CL' Q Lil
1/2„ 1, 0" Ll'Q) coCD
.W P. S
SECTION TH RU SEPTIC SYSTEM
6 8 cJ 2 PROJECT. 1"=10' HORIZONTAL 1"=5' VERTICAL
LIA�IT OF l.!n�!T OF
24"ID LD C.I. ,COVER ® GRADE
wcvk 13Y Z.aprz TEST PIT NO. 2 TEST PIT NO. 6
pLa1tiU3!�l� 54$ \VlzI RES. RISER AND CONC. COVER 1' MAX BELOW GRADE TEST PIT NO. 1 TEST PIT NO. '7
WNT9AGTDIZ DEPTH ELEV. DEPTH ELEV.
lo_0'" y ` yy 4H ELEV.
TOP OF FOUNDATION 106.75 0.0 107.3 0.0 107.DEPTH ELEV. DEPT
W y 0.0 106.E 0.0 106.6
�� LOAM & LOAMY SANND
/ EXIST. GR. = FIN. GRt
LOAM .AND SUBSOIL 2.0 105.4 SUBSOIL 1.5 105.1 LOAMY SAND SUBS.
105 SUBSOIL
3.0 104.3 DENSE SILTY
3.0 103.6 FINE TO SAND SILTY
E GRAY-BRN
INV. 102.40 FINE TO MEDIUM SOME SAND
Ile MEDIUM SAND GRAVEL
6 OUTLET DIST. BOX ,�.... :,. �,� ,tOL 1D SAND
1500 GALLON SEPTIC TAN f :':•••"`
COARSE 7.0 100.4
100 -{- �- {-I:�. ,'I o COARSE SAND
I- ! SAND FINE TO MIED. 8.5 99.1
a GRAVEL SAND AND
_..;. •t �; -:..y SAND & GRAVEL
GRAVEL AND
2 6'0 X43.5' LP'S W/ 4' STONE AND COBBLES GRAVEL 19.0 97.1 TR SILT - COBBLES
COBBLES COBBLES Tf0 16"
GRAY MOTTLED
95 12.0 95.3 VERY FINE
BOTTOM SAND
13.0 93.6 NO WATER 14.0 93.4 AND SILT
LP 1
18.0 10.5 29.6 23.6 BOTTOM FINE TO MIED.
in;•. � i I n9 6
NO WATER MITE
SAND p J t P
90
LP2 SOIL OBSERVATION -PITS P 3625 co I
27.s DATE: OCTOBER 4, 1984 20.0 87.4 0 a
ENGINEER: DOWN CAPE ENGINEERING BOTTOM 20.0 86.s i
B.O.H.AGENT: R. GIFFORD (BARNSTABLE) No WATER BOTTOM z
85 EXCAVATOR:
NO WATER V Lo
�� SOIL OBSERVATION PITS 60 H
to NN o o PT
DATE: OCTOBER 2, 1985 z 0 2
INVERT o 0 0 Co
ELEVATION PERC: <2 MIN./IN. O Un a
ENGINEER: ELLIS & THUILIN Inc. m
B.O.H.AGENT: NA � Q x � In u
EXCAVATOR: BOTELHO
H W H
SECTION THRU SEPTIC SYSTEM w �' o m z
Q PROJECT
R T T cWn � `
.6 6 9 3 1 1 40 cJ E C 1 1"=10' HORIZONTAL 1"=5' VERTICAL H
a� o
ar- .
W,t, w w