HomeMy WebLinkAbout0005 RASPBERRY LANE - Health 5 RASBERRY LANE, MARSTONS MILLS I
A=102-184 LOT 58 I
1
No. s Fee
k Entered in computer:
THE COMMONWEALTH OF MASSACHUSETTS
Yes
PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE., MASSACHUSETTS
Zipprication for reposer *potem Construction Permit
Application for a Permit to Construct( )Repair(. )Upgrade( )Abandon( ) O Complete System ❑Individual Components
Location Address or Lot No.LOT St 4 S 9,ASV6Ck9j LA KK Owner's Name,Address and Tel.No.
GNAtv.P�o�l Qu�WEttS �►..c
Assessor's Map/Parcel (hRp 10 2 PP&CEt_ 1$4 ®'0V-- SV'i A t55
1PEAQ1S)P_0LC,vAA OL3Sj SdB 91 H 60
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
BorL'ro�.oiTt Cor.r,e2uc^t�o►J e=�n�,�2r�1 yT��.`nlr -� cSdZaC�,Et�1,6wG
P:0,(4 oX -10 4' to "I S p,nas& S`T
t,AQ_S-T0%f, rAju-S 1,Pd,p� 4 Pomovru) VVA 01-1 rs 0 Sad '14-1 7*2_5
Type of Building:
Dwelling No.of Bedrooms Lot Size 10.44-490 sq.ft. Garbage Grinder(-O)
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow '2 Q-U gallons per day. Calculated daily flow 3,30 a gallons.
Plan Date .luu-i 1 g, lotli-) Number of sheets 0 Nfe Revision Date PI A
Title SEwgL.0 ONS,P0,5AL SHSTFnn to wva C&^A2s9-0,A Mi0.S)
Size of Septic Tank I500 CaALLOhJ Type of S.A.S.
Description of Soil f�1T(�Gt ak'(J P LAID .
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 npt to place the system in operation until a Certifi-
cate of Compliance has been issued by this Board of Health.
Si ned Date -g
g
'? -2 3 '�
Application Approved by Date 7'�� --�'
Application Disapproved for the fo owing reasons
Permit No. 7 S 2/ Date Issued -7 r.2 3— F;7
TOWN OF BARNSTABLE
LOCATION
SEWAGE #
VILLAGE_ `hl1/S7O/!5 iflS ASSESSOR'S MAP& LOT
INSTALLER'S NAME&PHONE NO._,Q0W�I�F pf�J
SEPTIC TANK CAPACITY
LEACHING FACELITY: (type
(size)
NO. OF BEDROOMS
UII.DE R OWNER
PERMTT.DATE:_ — 0071'—
COMPLIANCE DATE:
i Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of LeachingFacility
Private Water Supply Well and Leaching Facility ty Feet
on site or:within 200 feet of Ieachingfacility ��y wells exist
Edge of Wetland and Leaching Facility(If any wetlands exist Feet
within 300 feet of leaching facility)
Furnished by: Feet
Ve
73
x 5— 's/ ��.-,/ . o
� 7 _ >
t y
- <r
No. Fee
�'iH • . Entered in computer:
THE COMMONWEALTH OF MASSACHUSETTS
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
0(ppYication for igogar *patent Construction Permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. LOT 5$ 5 069(�C(tP-j LA NX Owner's Name,Address and Tel.No.
C.1.1A&1P10Q %"-C- '
'300 0A1L ST.) it %qc;
Assessor'sMap/Parcel (hAl' 102 pq(ZCCt I$4 ()Cn-62okE, yww 0 L-I;q 1509 888 (oW
Installer's Name,Address,and Tel.No. Designer's Name,Address ana,'I'el.No.
$orLTm_OT1 CLKs;VZVCr1'bQ �IJaW�2T-1� SiE"X4nIr?-.� i gtZpCrfrJ��uC
P;V,(3G)t —1 Ok (o "7 SQnnGSCr S'S.,
d-[A(iS-roj.,5 m1kA AQo4?, PL'Amovr�') w`A 01:" (o o S08 -74`I
Type of Building:
Dwelling No.of Bedrooms Lot Size 10.141.;0 sq. ft. Garbage Grinder(�10)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow -27 4-U gallons per day. Calculated daily flow 33 O gallons.
Plan Date Su l..vl 1 T, 1 1�q1 Number of sheets 0 Nt Revision Date R/A
Title SCw(a(,tZ ONSPOSAL "S\.1STFnn Iv 9AD-tjSTj.:tSLC ,WA, �+uWZ-S'To's M1.> S�
Size of Septic Tank I S 0 0 C A LLO"j Type of S A.S. i `F
;r
Description of Soil S CC R-K RC w'0 P L,Aw .
v '
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement: A
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 t to place the system in operation until a Certifi-
cate of Compliance has been issued by this Bo d of Health.
Signed ev Date 'd 23-91
Application Approved by Date
Application Disapproved for the foi foing reasons
1
Permit No. 7 7 �Daatte Issued � "-.2 3— 9 2
rt r
THE COMMONWEALTH OF MASSACHUSETTS
{ BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site,Sewage Disposal System Constructed/Repaired( )Upgraded( )
Abandoned( by
at l _ _ has been constructed in accordance
with the provisions o itle 5 and the for Disposal System Construction Permit No. � .3 7/ dated 2
Installer C369-TO l 0-TVA CO t.fiM u CT)C N Designer FL A u C'21 y STCi A►,)1
The issuance of this pe t sha 1 not a construed as a guarantee that the syste wil, coon as designed.
Date — Y 7 Inspector
---------------------------------------
No. 7 7 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Mi5poOal *pgtem Congtruction Permit
Permission is hereby granted to Cons ct )Repair( )Upgrade( )Abandon /, )
System located at {`� 6� r4'�_
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 this permuit...
Date: _ Approved by , �--)
I
SOIL LOGS:
PLAN LOCUS PLAN .
SCALE: 1 20' TP No. ► TP NO. ._, T
GRD. EL GRD. EL �. ,� << �= ►oR, t
N N�N V N�N� .`,N tiARlf0�0 `t !gyp
GW. EL GW. EL ''c '1�y'!►r. oar
c
0 0 0l v +
LOA H. +,
LoAH
1 1 ----.g' r,Nene:A Q
r-
LOT 59 2 . �g5c 2 5vg5c�L '
D PACKED" j ARD' rAGK6D''
xs •NAP; 1 ( �\
3 5A►se W So► a F1 WISE 3 SHUSAM
u r' gA►.►p w� yoaE Stir
W E S87'00'00"E - q� 4 I POND I R
�- 4 � � r 100.00' g
I 6 Goa�SE 6 COA90o
LOT 58 ^a �ANti Rousso
II 8 8
0 10450 SO. FT. DR w E
•
96.9.• W \ 10 ZONING REQUIREMENTS
111 l� „ 85►� „ ass -
97.7 . . .. . ZONE:- RF
\ ��KN� 98� ,2 12 AREA : 43560 S.F• SIDE : 15.
1 g I3rP t�rP ZONE:-
a tti C36 '" . O . 15
._. p 13: FRONT : 30
13' REAR : !
PROPOSEDI ,
OHOUSES p 14' 14' LOT WAS CREATED OCTOBER 15, 1957
L • I
T.O.F.=►00.0 I; DATE; OG'rDC36D ZL�S�3
• � � � ;� � s SOIL EVALUATOR:. $AxreR. r NY>r
�1 Z MtN��CS -tN
►� / PERC. RATE: •C c.M
24'� iD REs�� SOIL TEXTURAL CLASS: I NOTES:
I q
N A _
c� WITNESSED BY:. ,
.� 1'2 y, D&W,14xe 99K r�N' 1 ,,/ _ _
I' BENCHMARK TOP OF CONCRETE BD.; ELEVATION-100.34
150o r�u.�a 37► Q INVERT PRIMARY• INVERT RESERVE:
19c� o _ ASSUnm ��.ev/► o�
I sEPt�GTkI , ! ( I BOTTOM PRIMARY• 9 f T�
BOTTOM `RESERVE:
BENCH MARK .� ,: Q
MAX. GROUND WATER ELEV. ALL CONSTRUCTION METHODS AND MATERIALS TO
TOP OF CONCRETE BOUND �'` c 2.
a a'" ' METHOD OF DETERMINATION: No �+ C� •T7r5 I'+T CONFORM TO TITLE V AND THE TOWN OF BARNSTABLE
ELEVA 710N = 100.34 9�e
I "
r
A — "�' _: BOARp.OF IiEA4TH REGULATIONS.
SYS __ -
(ASSUMED) 1 1 : _ ___
-2 WIoex 2 oEErx4,� ti .
6 0 3. WASHED STONE TO BE FREE OF ALL DUST AND FINES.
4L ,
4. NO FIELD MODIFICATION TO THE SYSTEM SHALL BE MADE
78.36 WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER
N Of
86270 W ./ AND BOARD OF HEALTH.
V. 5. ALL JOINTS TO BE WATERTIGHT.
;,. DESIGN - CALCULATIONS. .
'•� '� ' µ BTEFAN[
ASPNAL T
.�.- ---- ."7ZTl Gs�•% �,.r EDGE' A�
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
SOIL 'TEXTURAL CLASS:I THE ACTUAL LOCATION OF ANY EXISTING UTILITIES,
+MOtsa r PERC. RATE: : LESS THAN 2 MIN./INCH
;
l
R I D T OBTAINED
INED PRIOR
3 CERTIFICATE 0 F COMPLIANCE MUST BE T
LAKES/QE N0. OF BEDROOMS: AT 110: GAL/DAY/B.R.
7. A CE TI
TO BACKFILLING SYSTEM.
DESIGN FLOW REQUIRED: 336 GPD
SEPTIC TANK SIZE: 1500 GALLONS (NO GARBAGE GRINDER) 8, OWNER APPLICANT
`j LEACHING PROVIDED: CHAMPION BUILDERS
THIS SYSTEM REQUIRES THE REMOVAL OF ALL TOP & SUBSOIL , "��F �''' 2' -- 2' DEEP X Z''WIDE X LONG TRENCHES 300 OAK STREET SUITE 155
• :,rr
Fu.
5 'AROUND_ THE PROPOSED SOIL ABSORPTION SYSTEM. a rrv;>_ BOTTOM -AREA= I:f4, SO PEMBROKE, MA. 02359
SOIL MATERIAL TO BE REPLACED :WITH CLEAN SAND CONFORMING No alas SIDEWALL AREA= 9, PROPERTY LINE INFORMATION TAKEN FROM:
' EN
TO SECTION 15.255, TITLE V. CONSTRUCTION IN FILL.. � LOADING RATE 0.74 GPD/SF
11
0
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING �r��E" TOTAL- 4 !S.F. PLAN BOOK 138 PAGE 25 I
SIEVE ANALYSIS TO THE DESIGN ENGINEER AND BOARD OF HEALTH. .4, GPD
10. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY
IF SOIL OR SITE CONDITIONS DIFFER FROM THOSE
PROFILE , : SHOWN.
" „ 11. THE DESIGN IS INTENDED TO MEET THE TITLE V
_
Ma,c
co
. 1 4 Ma SCALE P�aS �.' 9 are �
_ �
to r
2.- T-.�. _ _ --- - AND OTHER APPLICABLE REQUIREMENTS. THE
i• .1 I r i PREPARATION OF THIS PLAN DOES NOT GUARANTEE
10
THAT f
24" IRES : 3o RE5 RV T THESYSTEM WILL BE `INSTALLED AS DESIGNED
! I
FIN. GRADE 9$x S FIN. GRADE= 'L -:I L, ..�J� Arc
NOR DOES THIS PLAN GUARANTEE THE OPERATION
T l oo'
O.F. EL.
OF THE SYSTEM.
— �24•" I •f•-z4�-1 �/,I,_i'/Z'• y1IR5HED 5joN6
MIN. ONE CONCRETE
DISTRIBUTION BOX
L=
FIN. GRADE= RISER WITHIN 6» OF 12 MIN. INSIDE DIM.
20" ACCESS MANHOLE
OF FINISH GRADE 6" MIN. SUMP NG —_. GRr�5!5--5ecT18�1
TYP. PRE-CAST Co I _ 5 FLAHERTY STEFANI & BRACKEN, INC.'
t )
' WATERTIGHT
FIN. GRADE-
z 67 SAMOSET STREET
4 SCH. 40 P.V.C. S=2.00%
36 MAX..: s MIN. 96*0
R PLYMOUTH, MA 02360
COVE co
36» MAX.
INV.— COVER 36" MAX. 9" MIN. COVER NOT
(508)< 747-2425
q�.0 4" SCH. 40 P.V.C. 4" SCH.40 P.V.C. COVER INCLUDING LOAM
LI UID LEVE FIRST 2' SrT LEVEL 2" 1/8" TO 1/4". WASHED STONE
_
.Sm10096 MIN. . q .
_ 3
SEWAG
E DISPOSAL SYSTEM
BASEMENT EL.; , .;,' INV.= 9S•'1 z z ENDS TO
INV.= BE CAPPED
IN
q2 S _ INV.= 9S 4 4" PERF. PVC. S=0.50x
,� c•• a•GAS 3/4" TO 11/2" WASHED STONE
BARNSTABLE, MA. (MARSTONS MILLS)
BAFFLE . _ `10.5 Prepared F'or.
M Q.. INV.= INV.= TON BUILDERS INC.
p . 4. o . . a CHAMP
COMPACTED STONE--"—
6 COM �
I .
BASE ON COMPACTED I I I i �i�I�i i I Ii i�I�i111 i I i i I�ijil�n I. I I u 93.1 2, NV.= qZ 'I
SUBGR ADE; »
MAP 102 LOT 184
f
1500 GALLON PRE-CAST 6 COMPACTED STONE ,�,_ LEACHING TRENCHES 5 MIN.
SEPTIC TANK—WATERTIGHT BASE ON COMPACTED = CHIN Wi TRENCHES
2'De 58 LAKESIDE DRIVE C
A E
L
�P
t
SUBGR D
` H-10 LOADING, H-20 IF SUBJECT TO TRAFFIC GROUND WATER 0 EL
TANK TO 'BE EMBOSSED WITH Nonl6 a •ew
DATE : JULY 18, 1997 REVISED
ASTM STANDARD C 1227-93 SEAL DRAWN BY : mmIF CHK. BY:
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T-1 -