HomeMy WebLinkAbout0051 MARTHAS WAY - Health 51 Marthas Way
Centerville
A = 214 063
z
Ox rd. NO. 1 21 R 5 /3 0 A
10%
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FRIEDLINE& CARTER ADJUSTMENT, INC. Woo
436 Main Street, P. O. Pox 338
Hyannis, Massachusetts 02601
Tel. (508) 771-3232
FAX'(508) 790-2344
DATE.- March 7, 2003
Barnstable Board of Health
367 Main Street
Hyannis, MA 02601
RECORDS REQUEST
RE: Our File L1955
Your File Number: H0324413
Insured: ST. GEORGE, Leslie &Marion
Date of Loss: 2/20/2003
Claimant:
Loss Location: 51 Martha's Way
Centerville, MA
Please send information requested below in regards to the above referenced
caption and proceed accordingly:
Please forward complete medical and/or hospital records for the above claimant.
Please forward all hospital/physician bills for the above claimant.
X Please forward Building and/or Health Dept. records regarding all inspections at the loss
location.
Please forward Housing Assistance.
Please forward Police Report.
Please forward Fire Report.
Attached please find medical authorization forms. Please sign so that we may obtain
necessary medical records. �-
Please forward Dog Officer's Report.
Thanking you in advance for your anticipated cooperation.
• P-e -ry truly you.
Pauline A. Skiver
Liability Supervisor
Eric: Medical Authorization
i TOWN OF BARNSTABLE
LOCATION SEWAGE # f'
.VIL.LAGE SSESSOR'S MAP & LOTOI/
!: INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) — (size)
NO. OF BEDROOMS PRIVATE WELL OR. PUBLIC-WATER
!
BUILDER OR OWNER
G c c
DATE PERMIT ISSUED:
i
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes Na L—,/
j n
*1 ,
TOWN OF BARNSTABLE
LOCATION UJA SEWAGE # Cj
VILLAGE T— SSESSOR'S MAP & LOTQW�
INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITYAtype) P►"f— (size) ( ( e
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC. WATER
BUILDER OR OWNER
I ;t
DATE PERMIT ISSUED: ,y
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No t�
2,1
i
. G1
-J,
No....,..�._ �YV/ inn(n . Fps..... .. ......
1 U'` T E COMM;ONWEALTH OF MASSACHUSETTS
P970 BOARD OF HEALTH
TOWN OF BARNSTABLE
Appliratinn for Diripnial Workii ( owitrnrtinn Vamit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
..............••--•......................--•••-•'•----•--'--•------..........__......._•""_..... C ' - _..........................
Locstion- \ddress .. /� or t .
............ .� �!
j� NQ�ctYer Address
alter Address
U Type of Building Size Lot
...
......Sq. feet
JV
�.. Dwelling— No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ---------------------------- No. of persons._...-_-_-______...__.-- -_ Showers ( ) — Cafeteria ( )
dOther fixtures ---------------------------------------------------------------••----•---•-----••-•---- ---••--••••••--•••-•--...............--..........._..........
W Design Flow.......yfO---4010...........gallons per person per day. Total daily flow........ ...........gallons.
WSeptic Tank—Liquid capacity/zallons Length-----k7----- Width------5------ Diameter................ Depth................
x Disposal Trench--No. .................... Width_.............._.. .rotal Length.................... Total leaching area...._...............sq. ft.
Seepage Pit No-----A .......... Diameter-----A._........ Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank (
~" Percolation Test Results Performed by................�.. ..................................._.___._-____ Date........................................
a
Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water.....................
w Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
9 •-•••••----------------- ------•--------...----•---•......--•-•••-•.._._....._..............................................................
O Description of Soil...........................
V ...............•-••--•••••••--•--•-••-••.....-•--.._........----•••-•A. •• --•- -'
W
UNature of Repairs or Alterations—Answer when applicable........................................................._..._..................................
..--•-•••••.....................•••....•••...••-•--_....-••--................_.•---••-••-•-•-•-'•-••..................---•--.....--••••••...-•••--...........................'••••-•....••••-•..-•--••--
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Complian as be�h 'ssu d the board o� health.
Signed ... . _..... . ... ................- .................................:
� Dare
Application Approved By ......... .� - 2
..... . ... ...................................... � �
ce
Application Disapproved for the following reafonf: ........................................................................................................................................
...................... ................ ...... .... .............. ......... . . --.............. ..............--................. ........................................
Permit No. .... 9.S.. —Va_j........................ Issued ........................
Dare
-------------------
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certift ate of CoraptialaCP
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constricted or Repaired ( )
h by ............ .._................................................_--------.....----............----....__ -------- -------------------- ........._............ ................ ...........
h,�dig.
at ........ .. n... ._.,J....... M/.f�l �f ��:�.---------------------
a - ...
has been installed in accordance with the provisions of(TI'fI.E 5�of The State Environmental Code as described in
the application for Disposal Works Construction Permit No. ....;3_ .... ..�-..�...... dated ......................... ..................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE. ................ .---...11...^.. _............................----...... Inspector ................... . _............ ..................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
No.. -- FEE.. /?!5�........
his n� k n ndion Permit
Permissionis hereby granted------. - --- ----------- - • ----•-----------------•--•------•----•-----•------•--••-•-•---•---•--•.............
L--r 7` ......L n n----- •-Individual Sewage D osal System
at No..........to Construct (�') or Repair ( ) an Ii� ....................���.--P.:_ ---1-------•--------•--------------------- ----------------------------------
Street e7
as shown on the application for Disposal Works Construction it No.,�w�.--.�?�Dat d----..._--._.--.��-�...................
........ .....�. .. '
DATE.......� -•--------------------•-••--•-•--•----
.•.-- Board of Health
FORM 36508 HOBBS h WARREN.INC..PUBLISHERS
�_.y.-...:s`vr�-�:-�- : -�. --.f -.�..�._-�"•, ,-,,,,� --�q,�n-.:-},-...y-=�:Mr =-�y�:.�� ---v-47 - -tj —r- � .-�-�-_ .,�- yyr
t
No... .......... ......
I( THE COMMONWEALTH OF MASSACHUSETTS
$�70 BOARD OF HEALTH
TOWN OF BARNSTABLE
.Nppliration for Ubjpwial WurkB Tontrurtinn Famit
,I Application is hereby made fo>* Permit to C.onstr uct ( ) or Repair ( ) an Individual Sewage Disposal
System at: .....
........
-0 �
n
......................
Location- Address
- ... . a ......................�. O�ner Address
W
d Installer Address �7
•---.pe -- Size Lot..y 11.3
UType of Building y� .. ............Sq. feet
Dwelling—No. of Bedrooms........../._-_-------------------_..-.Expansion Attic ( ) Garbage Grinder ( )
aOther—Type
of Building ---------------------------- No. of persons-........................... Showers ( ) — Cafeteria ( )
QOther fixtures ---------------------------------------------------------------------------------------- -----•-------•••-------------..............--•...•••.........
W Design Flow........y!�W...aee�-..........gallons per person per day. Total daily flow....... :............gallons.
WSeptic Tank—Liquid capacity/S�% .gallons Length-----�..... Width.......`-.,•-...... Diameter................ Depth................
x Disposal Trench--No. .................... Width.......'----,--------- otal Length.................... Total leaching area....................sq. ft.
SeepagetPit No...... ............ Diameter-----R. ......... Depth below inlet.................... Total leaching area..................sq. ft.
z Other Distribution box ( ) Dosing tank
~" Percolation Test Results Performed by............... .. _.__.. Date........................................
Test Pit No. 1... ..minutes per inch Depth of Test Pit.................... Depth to ground water........................
LT4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P4 ................................-•••--•••-•--•-•--•--•--••-•••----••--------------•.......:------............--•••--•-.....•-•-•-••••-•.......------....... .
Descriptionof SoiL.... -----•------------- ------------------------------------------------------------------------------------
...........-----------•----•---•-----------••---•-•--- - `--• -----------------W
...--•------------------------------------------------------------- ------------------------•----------------..............-----------•-------------•----------......----------------...................
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
... .....•--•--.....•••••
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place,the
system in operation until a Certificate of Compliances lias been issued by the board of health.
Signed X..--(:yAW7 - y../1./ .f .
...................... ............-.........................� �.........�._�. r �Y �............................ Dace
Application Approved By .......-. .w�-�. r--,...� .......... ------
..........
....................................
..--...�..-..-S°`��
-`�� cep
Application Disapproved for the following reasons: . . ... ---. -- ........ .. ....... .........................................
..............................................i......-:.............................
Permit No. .......9.. V-------------- ... Issued ................................_:................... �a........
I{, Dace
A
7
ENNMOTECH LABORATORIES
Mass. Cert. #:MA063
449 Route 130 Sandwich, MA 02563 - (508) 888-6460
CLIENT: Mr. & Mrs. St. George LOCATION: Lot 9 Marhta's Way
ADDRESS: 2 Everdale Road Centerville, MA
andolph. . NJ 07869
COLLECTED BY: Desmond Well SAMPLE DATE: 8-2-93 TIME: 3:30PM
DATE RECEIVED: 8-3-93 SAMPLE ID: 9M
JOB #: New well WELL DEPTH: 108'
RESULTS OF ANALYSIS:
Parameter Units Recommended limit Result
Coliform bacteria/100 ml (MF Method) 0 0
pH pH units 6.0-8.5 5.83
Conductance umhos/cm 500 123
Sodium mg/L 28.0 10.8
Nitrate-N mg/L 10.0 2.05
Iron mg/L 0.3 0.14
Manganese mg/L 0.05
Hardness mg/L as CaCO3 500
Sulfate mg/L 250
Potassium mg/L 20.0
Alkalinity mg/L 200
Chloride mg/L 250
Turbidity NTU 5.0
Color APC units 15.0
Background bacteria _
EPA 601/602 # ug/L Toluene 1,000 4
COMMENT: ug/L Chloroform 100 1
Low pH indicates high corrosive characteristics.
yo NO WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARA TERS TESTED.
�- DATE y 9�
i
` t ANALYTICAL
50E 752 4415;z 2/ 3
GR13UNDWATER
ANALYTICAL
EPA METHODS 601 and 602
Volatile Organics (GC/PID/ELCD)
Field ID: 9M Lab ID: 5659-01
Project: St George Lot 9 Batch ID: VG2-0199-W
Client: Envirotech Sampled: 08-02-93
Cant/Prsv: 40ml VOA Vial/KaHSO4 Cool Received: 08-03-93
Matrix: Aqueous Analyzed: 08-05-93
PARAMETER CONCENTRATION REPORTING LIMIT
ku9/L) (ug/L)
Dichlorodifluoromethane BRL 5
Chloromethane BRL 1
Vinyl Chloride
Bromomethane BRL I
Chloroethane BRL 5
Trichlorofluoromethane BRL I
BRL 1
1,1-Dichloroethene BRL 1
Methylene Chloride BRL 1
trans-1,2-Dichloroethene BRL I
1,1-Dichloroethane BRL 1
cis-1,2-Dichloroethene * BRL 1
Chloroform 1 1
1,1, 1-Trichloroethane. BRL I
Carbon Tetrachloride BRL
Benzene 1
1,2-Dichloroethane BRL 1
BRL1
Trichloroethene BRL
1,2-Dichloropropane BRL I -
Bromodichloromethane I
2-Chloroethylvinyl Ether BRL 1
trans-1,3-Dichloropropene gRL 1
Toluene 4 1
cis-1,3-Dichloropropene 1
BRL
1
1,1,2-Trichloroethane BRL I
Tetrachloroethene BRL I
Dibromochloromethane BRL I
Chlorobenzene 1
BRL
Ethylbenzene BRL
m+Mylene * BRL 1
o-Xylene * BRL
Bromoform BRL 1
1 ,1,2,2-Tetrachloroethane BRL
I
113-Dichlorobenzene
BRL
1,4-Dichlorobenzene BRL --
1,2-Dichlorobenzene BRL 1
QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS
a,a,a-Trifluorotoluene 30 31 102 % 87 - 113 %
1,2-Dichloroethane-d4 30 28 92 % 83 - 117 %
BRL = below Reporting Limit. " Non-target compound. Method References: Method 601 - Purgeable
Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986).
BREAKOUT:
18. (1507.) = 12.6' FROM EL. 111.5
LEACH PIT IS 13' FROM EL. 111.E
i' D.BARSN )
o a/ WAOU,19usr POND
LEACH PIT IS 166' rb 0j,.
FRom PROP. WELL
PROPOSED �_'' �� i HOLE Gr � T- r.
WELL
-^..= - -----. L®CA..�.�C N IAL' (NC T .T O SCALE)
ENGI1,7; 7�: JAMES C. JOd�ICE ��;-
1FITNE. .` vTERRY DUNNING (L'..O.H.) n
DATE. JZ,'jV•; 15, 1993 BUILDING ZONE "RC
-Z CO) _ r PERC. R l TE <'2 91N.IINCH 5E `SAC. T
FRONT_.= 20
SIDE .10'
REAR -- -1 O' .�,
G� �sll , V �. ASSESSORSa�AP 214 PARCEL 63-.1, 63-2
THY '1r� FLOOD ZONE C
qr S A ®. NLLI to o•
rOfa ,f1n-?
--
4g0i;. r�P Ain
- FL. 108 SUDSQPL'
' f.6'.
� NL. 101.0 .
A�
/ j ks' 1 v' /ry CONCRXTb' BOUND NOTES
AT NLATMON 102.00- 1,
S.AND 1. DATUM NGVD TAEEN FRO1�� BARNSTABLE QUAD',RIAP.
2. Af UNICIPAL, TA ER I. a.�,A P F E
3: PIP. PITCH TO BE '1\4°'/jt UNLES�ti :0'2f'HIRgrlSE NOTED
4. O.F,'SdGN LOADING. FOR ALL PRECAST UNITS TO BE AAS1Id1--H20.,
6. -.�lPE .JOI TS 'To;;BE. MA49E WATERTIGHT..
'S7"Ft it TION DETAIL.� TO B.�' IN A CCORDANCE'.MASS
t Y-,rtl1+ fg• �_ INL. 97 12, NL 90.6.. . 6. CQ�v �
U ,o ENVIR�3NENaAL C01� ' ,..,
LE V.
FATN.fd
\.���• G, r z FOU 7P FOUND 7. THIS PLAN .FOR PT OPOES H,D WO,,'?f' ONLY AND N.9T TO BE 11SED
T� FOR ,LOT LINE STAKING.
6. SCI-r 40-4" P. 0 TO BIs' USED TIIRIIGIIOUT SEPTIC SYSTEM.
4 _
. F.
I.00: s/ ��. 9. D'.3'oX TO .i�E' WA TER T.�STED FOR, LEVL'LNES'S.SF�PTT , ..
(NOT To sti:..
h -
FRAMES ;AND COVER T(' WITHIN 1' TO
,o EL. 11�1.0 MIN. I' OF COV:TR 'OVLR PRECAST EL. 115.0
c;- --- 'Rm-- - 8% SLOPE i i F.
1P 112.o t l} 2" PEASTONE'
1,5 IF -
1.492 �,33 EL. 111.64
S 'PTIC TAN �11.6a" a a p
a
.p .
/ - oQa oaaa
,��p40, 110.�8 q�=JQ aO
---- - __ 110.95 non 000
110.64 QQQQ'1 . LEACH Qpo0B
q 9 DEPT. OF FL01S' = 4 � aoQ0 PIT aoQo
`TEE ,S'Ir"E�': a00
Qo °�aQQ
f
05� I c'1lGE ' DEPTH = 10 MIN. 1i" 'CRUSHED Q a o °,�°Q°a a L. 104.64
.c4 l OUTLET DEPTH = 19" STONE UNDER 1. I
D' BOX _ e' jo
�c� hyo CLEAN WASHED No 3J'ATER AT EL . so.s
STONE -
/ FOU2VDATION 10' SEPTIC TANK 30' D' .3'0X FACILITY
G
Si:+PTIf.� DE,!G*l1Y.: (NO GARBAGE DISPOSER)
DESIGN FLOW: 4 3PR1��'S @ I f 0 GPD/Bk�. - 440 GPD ;
d wn cape engineering, inc. � - „• �+ . T
SEPTIC' TANK. 44• GPD X (1..k) 660 !rALLONS SITE E AND SE IY Q..r.L,:. LAN•
CIVIL ENCINEER S USE, A 11250 GALLI191V TANK
LEACHING:
• FOR PROPOSED DWELLING IN THE TORN OF:
LAND SURVEYORS SIDES: 2(10'-m 6° (2.5) 942.5 GPD
BOTTOM. 2(16 rr (1.0) 100_J GPD A
Rto Oa, YARMOUTH, MA TOTAL: 477.E s ��. 1o4s° OPD BARNS. ' l .�_�;', -M
USE (2) 1000 GAL. (ae'a'0') LEACHING PIT PE'IT, PREPARED FOR: fh
1 OF STONE ALL .�''SOUND.
BOARD OF HEALTH :,1..i SL E AND.- :L A R I t J 1:.Y ►._J. .[ . GE O R GE
• s
A
ARNE H. .OJALA P.E. R.L.S. DATE APPROViJ DAT. S`GALE.: f"-40' DATE: .TULY 22, 1 X93
' REVISED:' AUGUST 9'>, 1993 .
. . 93-,219
�y gam' a
r
I
BREAKOUT.
LOCUS��
113.5 - 100 y11�
f00' (1507.) = 20.25' TO BL. 112.5 5 001
LEACH PIT IS 30' FROM EL. 112.5 r-- _ BISE
IAQUAQUaT -� POND
LEACH PIT IS 166' LAr
FROM PROP. WELL
BJ
Sj
$'SG� PROPOSED /
vl . ]FELL TEST IDOL ►S'
LOCATION MAP (NOT TO SCALE
d� ENGINEER: JAMES C. JODICE
WITNESS: JERRY DUNNING (B.D.H.) BUILDING ZONE: RC
,�$�l�` / o - ��'•.�� PERC. RATE: < 21 MIN./INCH SETBACKS:
SLOE FRONT 10 0
^ � \ REAR - 10'
rdrf q� �p �1 CJ ASSESSORS MAP 214 PARCEL 63-1, 63-2
��P - 0. Ni- ffo 0• aL. 102.6 FLOOD ZONE C
4j• 4O � TOP AND -
/ �g0 SUBSOIL TOP AND
aL. Y09 SUBSOIL
� NOTES
CONCRkTa BODND
AT aLdYATdON 10t.00
NXD.
SAND S"n 1. DATUM NGVD TAKEN FROM BARNSTABLE QUAD MAP.
2. MUNICIPAL WATER IS NOT AVAILABLE
,� .'°a �a � 3. PIPE PITCH TO BE 1\4"/ft UNLESS OTHERWISE NOTED.
�, .� I �° 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO-H2O.
$ h �� a I�1�I{1 d b 5. PIPE JOINTS TO BE MADE WATERTIGHT.
fs, 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE MASS.
�. i q. f9• NO aL 9r NO aL 90.s ENVIRONMENTAL CODE TITLE V.
• 1\ 4 r s ' WATZB WAI'M
POUND xOtrND 7. THIS PLAN FOR PROPOSED WORK ONLY AND NOT TO BE USED
5 FOR LOT LINE STAKING.
6 w ,,, 4► � / � " 8. SCH 40-4" PVC TO BE USED THROUGHOUT SEPTIC SYSTEM.
f.oe A s ` � ]n j�'� j�l /� �T � 9. D'BOX TO BE WATER.' TESTED FOR LEVL"LNESS..
�J_'. P TIC l.� PROFILE V�1 L Li
(NOT TO SCALE)
f rnx AT aL. f19.0
FRAMES AND COVER TO WITHIN 1' TO GRADE-
EL. 12 1.0 MIN. 1' OF COVER OVER PRECAST EL. f 18.0
116.0 � .8% SLOPE ± 2" PEASTONE
�Q O DB3 EL. 112.5
o� 4�0 CAL. I
!15.7 SEPTIC TANK f 15.45 0 0 0 0
� o000 oopO
op0aoo ppOoo
113.66 'v o p�Q C 113.39 000a°o 6'--6' ea04
nOnn,. O
a DEPTH OF FLOW = 4' 111.5 a0000 LEACH o000
' TEF, SIZES: p600 PIT 000O
dye INLET DEPTH = 10" MIN. 6" CRUSHED a�o °O°- EL. 105.5
OUTLET DEPTH = 19 STONE UNDER 1' 6s1' 1
D' Box 8'
3/4" To >-1/z'
CLEAN WASHED NO WATER AT BL. 90.5
STONE
/ FOUNDATION 15, SEPTIC TANK 25' D' BOX 20, LEACLITNG
FACIY
SEPTIC DESIGN: (NO cARBAcE DISPOSER)
DESIGN FLOW. 4 BDRMS @ 110 GPD/BR = 440 GPD
d wn cape engineering, inc. SEPTIC TANK. 440 GPD X (1.5) = 660 GALLONS
CIVIL ENGINEERS USE A- c�N TANK SITE AND SE WA GE PLA N
LEACHING: FOR PROPOSED DWELLING__IN THE TOWN OF:
LAND SURVEYORS SIDES: 2(10'Tr 6') (2.5) _ 942.5 GPD
R to O a, YARMO UTH, MA BOTTOM. 2(16)Tr (1.0) = 100.5 GPD DARNS TABLE, MA.
TOTAL: 477.5 S.F. 1043 GPD -
�t USE (2) 1000 CAL. (6'x6') LEACHING PIT WITH PREPARED FOR: .
P OF STONE ALL f AROUND.H.
y nRN BOARD OF HEALTH �LESLIE TI AN MARL/
' (.l'N S T. GE 0 R GE
rez 2 APPROVED DATE --
�` • - MA
SCALE: 1"=40' DATE: DULY 22, >993
A
i 93-219
BREAKOUT:
�LOCUS �
113.5 - 100 .
100' (f50%) = 20.25, TO RL. f 12.5 s 00'1
LEACH PIT IS 80' FROM EL. 112.5
1 WAQUdQuar \ ` POND
sa
LEACH PIT IS 166'
FROAC PROP. WELL
15� PROPOSED TEST HOLE LOGS
v xRLL LOCATION MAP (NOT TO SCALE)
y8 ENGINEER: JAMES C. JODICE
gQ1y'�� FITNESS: JERRY DUNNING (B.O.H.) BUILDING ZONE: RC
DATE: JUNE 15, 1993 SETBACKS:
88I'D 04 O - ',��, PERC. RATE: < 2 MIN./INCH FRONT = 20'
Q�y 1 SIDE = 10'
REAR = 10
G 8 THY 88R Q ] ASSESSORSONE MC P 214 PARCEL 63-1, 63-2
�. 0' aL Ito 0• aL 102.5 FLOOD
69 OS �a�` 119P AND
{6 4�p4 SUBSOIL roP AND
aL toe suesarr
IL f0f.0
I ,
coxCRara Boutin
NOTES
'mooI Ar Ifil rdoN tozoo
G8 ao SAND SAND 1. DATUM NGVD TAKEN FROM BARNSTABLE QUAD MAP.
2. MUNICIPAL WATER IS NOT AVAILABLE
3. PIPE PITCH TO BE 1\-f/ft UNLESS OTHERWISE NOTED.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO-H2O.
�� n �• 4 �$U II u
5. PIPE JOINTS TO BE MADE WATERTIGHT.
1s' aL e7 fa' EL. eo.5 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE MASS.
No No ENVIRONMENTAL CODE. TITLE V.
4 JUTTR WATaR
FOUND Il T. THIS PLAN FOR PROPOSED WORK ONLY AND NOT TO BE USED.
FOR LOT LINE STAKING.
n
x . 3. S'Ch 40--4" PVC 10 BE USED THIyOUG.'IOUT 'SEPTIC SYSTEM.
/ 47.137 S.P. . 0 pf,
1.08 A s '4 1 SEPT[C PROFILE 9. D'BOX TO BE WATER TESTED FOR LEVELNESS.
(NOT TO SCALE)
+oil
of
TOP AT AL 119.0
FRAMES AND COVER TO WITHIN I' TO GRADE
/ EL. 121.0 MIN. f' OF COVER OVER PRECAST EL. 118.0
II
is
i"16.o 8% SLOPE ± -go PEASTONE t
DB3 EL. 112.5
f250 CAL.
115.7 SEPTIC TANK 1 f5.45 0 0
o°oo
°°0 °09
O o 113.39 °a°Oo q O pop O
1 f 3.56 Clo o o -0 0C o o p O 6'-6' °a°O
Or+n..
DEPTH OF FLOW = 4' o°a°d LEACH o °o°
111.5 '000 0000
' TEE SIZES: 000o PIT ppOo
oy4 INLET DEPTH = 10" MIN. 6" CRUSHED o°0 o o 00 0 o EL. 105.5
OUTLET DEPTH = 19" STONE UNDER f• f' I
0
y4 D' BOX 8'
4;p48 3/4" TO 1-1/z" 15'
�G CLEAN WASHED NO )WATER AT EL. 90.5 8
STONE
/ FOUNDATION - 15' SEPTIC TANK 25' D' BOX 20' LEACLITNG
FACIY
SEPTIC DESIGN:_ (NO GARBAGE DISPOSER)
DESIGN FLOW: 4 BDRMS ® f f 0 GPD/BR = 440 GPD
d wn Cape engineering, inc. SEPTIC TANK:, 440 GPO X (1.5) = 660 GALLONS
CIVIL .ENGINEERS USE A 1250 GALLON TANK SITE AND SEWAGE PLAN
LEACHING: FOR PROPOSED DWELLING IN THE TOWN OF:
LAND SURVEYORS SIDES: 2(f it 69 (2.5) = 942.5 GPD
Rte 6cx, YAR1lI®UTH, MA BOTTOM: z(>6)n (1.0) = 1a0.5 GPD BA.RNS'TABLE, MA
TOTAL: 477.5 S.F. 1043 GPD -
P,�,N q USE (2) 1000 GAL. (6'x69 LEACHING PIT WITH PREPARED FOR:
/ pqN 4. AAN H P OF STONE ALL AROUND.
H. BOARD OF HEALTH LE,S'LIE AND MARION S T. GE OR GE
f3 O.IA w C� � ,Z Z(/(�Cy� MA
Ott APPROVED DATE SCALE: 1"=40' DATE: JULY 22, 1993
93--219