HomeMy WebLinkAbout0077 SOUTH BAY ROAD - Health 77 South'Bay.Road
OsterviIIe
y
A 093,•059001
4
n
" TOWN OF BARN M LE a)0
'
LOCATIO C16 �� 4 I �' /` .G 5%f L��',G.'' EWAGE #
PILLAGE S/ � J�l / "/Li 7 ASSESSOR'S MAP & L- -
s II&STAL-LER'S NAME&PHONE NO.U61./lilk',� C
;SEPTIC'TANK CAPACITY /.e7 6��
Hac;:`
v LEACHING FACILITY: (type) !'/ (size) 4L Z
�f,�,N,0 OF BEDROOMS
BUILDER OR OWNER r �'� ° � //0/6
PERMITDATE: 'L` OMPLIANCE DATE: t ly
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 or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) 4-Feet
Furnished by
a
V
No. 7T_ 0 ," Fee�S
9(� 2 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01ppYication for ]Digpool *pgtem ConMruction Permit
1 Application for a Permit to Construct P)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 15-4,t S Owner's Name,Address and Tel.No.
�^ z s ra 0,,r IIS137
Assessor's Map/Parcel 6� �r// rr6 J)Abw
Installer's Name,Address,and Tel.No. of Designer's Name,Address and Tel.No.
lea x� U� Ao 7-fsQ 131
Type of Building:����1 � :l�f 6 J ?yfU
Dwelling No.of Bedrooms Lot Size 4-7+-7-7 sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers(. ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow I I o _ gallons.
Plan Date Number of sheets 1 Revision Date
Title
Size of Septic Tank 15-00 Type of S.A.S.
Description of Soil
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 imy=
of H
Signed Date
Application Approved by Date a:, _
Application Disapproved for tde following reasons
Permit No. & - 7 t d Date Issued
No. r 1. 1 ' { Fee
' Entered.incomputer: 1
THE COMMONWEALTH OF MASSACHUSETTS 4
Yes
PUBLIC K ALTH DIVISION---TOWN OF BARNSTABLE, MASSACHUSETTS
Yication for Migotal 6p5tem Construct .on Permit
Application fora Pet 'do Construct P)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. J S S � Owner'%Name,Address and Tel No
1 _ Z SV ��7�S�J 5
(/ Assessor's Map/Parcel 9 `--5-9 6 ✓ 16` v�l�ads J �G 3b� 4-946
. Installer's Name,Address,and Tel.No. � �� 1 � Designer's Name,Address and Tel.No.
35 S-54�q r i3 �y
a.t
Type of Building:
Dwelling No.of Bedrooms !Lot Size 4-7+73 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures +
1 Design Flow gallons per day.'',-Calculated daily!flow I I gallons.
Plan Date W1199 Number of sheets 1 -Revision Date 3� 5
Title `
Size of Septic Tank 15,00 �': . ` Type of S.A.S.
Description of Soil �� 3
- 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 not to place the system in operation until a Certifi-
cate of Compliance has been issued by and of He ��
Signed Date
Application Approved by Date t c, — _ TIP
Application Disapproved for tWe following reasons
Permit No. 716 Date Issued
s
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
" /THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(k)Repaired ( )Upgraded( )
Abandoned( )by
at Lv 1 S Ss A . D S has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. - / dated
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector S� '7
---------------------------------------
No. 710 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Mi5po5af *pgtem Conotruction Permit
Permission is hereby granted to Construct )Repair( ) g de( )Abandon] )
System located at L 0 .- L AIr
�..I�l/l•'Lt.� ._�N L;%��.��f-i�'�I ��fy� (✓yam
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 permit.
Date: q % Approved by
i
I� � e F ...
�.
o
I
1
TOWN OF BARNSTABLE W�►
LOCATIO� e10, 17� 4 / 1' C-S- -" — EWEWAGE 0
VIf�LAGE 'S/ �G��l :J5�/ ��D � 9"4CASSESSOR'S MAP & LO �
INSTALLER'S NAME&PHONE NO.G 6��.° %� ,�� ac
SEPTIC'TANK CAPACITY %f Oc-' C -64, A/` L�
LEACHING FACILITY: (type),li���C'i� (size).
NO.OF BEDROOMS 9S`
BUILDER OR OWNER
PERMTTDATE: .L6-1 11 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 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
Y31
14
� - r ..� �
tt
i 52
,T , . .. ,
. _._
(1) REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL
s - r Id .
WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT
SfNGLE FAMILY- 5 bEDR00MS i � - " MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED
0 ��ARE{,tiGE GRINDEF'. ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No.
- -
DA.ILY FLOW - 110 X 5 = 550 G.P.D. 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE. 'SOIL TO 8'E APPROVED
SEP IC• TANK = F5 _ _,. BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE.
.,,. �0��� u G.P.D. � �* •�- _ "'O X 11 U '
'`"DE 1500 GAL. SEP-:',C TANK � _ ` ' •' • (2) LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS
L ._.. "• PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE
:y - _ l 3�4" TO 1 1/2" THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233) AND APPROPRIATE
�' T" s`" "SsS -WATER DISTRICT TO -DETERMINE UTILITY LOCATIONS.
WASHED STONE
• (3) FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR
I 1 rib • ALL P11ES TO BE SCHEDULE 40 PVC PERFORATED ''� " PED 1��iTH 2" OF PEASTONE SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS.
C��E 1 �S.U 'I
USE 2 - 4" DISTRIBUTION 'I"DES IN AN IN PARTICULAR 310CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, '
12'X 52' WASHED STONE FIELD THE TOWN OFBA�BOARD OF +iEALTH REGULATIONS
ASSESSORS AS SHOWN „ ON-SITE SEWAGE .DISPOSAL REGULATIONS AND THE BOARD OF HEALTH
2(12+`�2) X 1 128 S0. FT, SIDEWALL AREA ' �'` � - � RECOMMENDATIONS E'OR ACCEPTED PRACTICE.
MAP 93 PARCEL 5y �. ,.:.,� r
c. F. 12 X 52 = 624 SQ. FT. BO FTOM AREA
NO SCALE (4) A-COPY OF THE ORDER OF CONDITIONS FOR THIS
PROJECT (SE ) SHALL BE KEPT ON SITE AT
RF-1 TOTAL 752 S.F. PROVIDED
ALL TIMES AN APPR
OVED R K MI OVED WORK LIMIT R
MINIMUMS l
EROSION
550 G.P.Q./.74 = 744 S.F. REQUIRED I CONTROL MEASURES MAINTAINED.
Q ! 4 1 4'
AREA = 43,560 S.F. CLASS 1 SOIL PERCOLATION RATE 1" IN 2 MIN. OR LESS (5) THE CONTRACTOR IS TO SECURE APPROPRIATE
FRONTAGE = 20' \ PERMITS FROM TOWN AGENCIES FOR THE
`\ \�\� CONSTRUCTION-DEFINED BY THIS PLAN.
Wl D TH = 125' _ 6 -ALL'STRUCTURES SURIDUPER
FRONT SETBACK - 30 \�� \�j�� �� �� ��\\�\\�\\ SUBJECT TO 'VEHICLE-TRAFFlC�h1ALL 8E HN 20 ET OR
SIDE SETBACKS = 15 LOADING.
BUILDING HEIGHT = 30' r
• • -• •� ' • ELEVATIONS ARE
- y-• E BASED ON N.G.V.D.
3/f " TO 1 1,12"d FLOOD PLAIN .LINE IS BASED ON
FLOOD 4NSURANCE RATE MAP
WASHED sTc>�E 4' SCH. 40 PEKE PVC '.COI MUNITY PANEL NUMBER .250001 1D018 D
TOPPED WITH 2" C7 PEASTONE -REVISED: -.JULY 2.1992
Cx: , S SECTION
1� NO SCALE
,
8.0
„ ...
/ 4
`''' - ;,- °1 D�'IvNlS =` & d:;Yl,V!A SANIDAS
--
T 15 6p
x 10.E -
47,473 S.F. }
09
x 8.2 C.B.
' FND.
10.2
10.0 LOT 8
J '
L.C_.C. 9556F
x 11.2 SS80), CHARLES A. BREWSTER JR.
,• PROPOSI„D: „
x 8 7 1E 12 LOUR
- � Ep�•� ,20 � -
l
• x 10.6
I
X
x 10.A,
x 9.2
9.7
x 11.6 sue-~-----�. x 9.9
x 8 -�, '� 10.8 ' J
' PROP ----�,� •� _ I-
\SEO -POOL
x 12.s /
• 3 - - 7.1
LOT 14
L.C.C. 9592L
o AL !
JEFFREY L. iAANN v, / -'ATI( T_ - PORCH
- x1i.5 x1
�- 2.3�
i C -
c
"
, ¢
/ f
x11.2 x133
x 13.;` \
R6PA
t�-15� d" OUs(' j 1.... ?. .L r�' �GIr
}, `s7 x 8.4
/yEP
O
9
L
i
! V
x12.5 O u� \ -
/ \ cu \ x 7.7
f PORCHx 13. .�.+ 6'
L.C.C. 9
5 _ � �_< ! 1�, ;, � 1 •, P do PHYLLIS A. FIREMAN
GIST. \ \
BOX
S x
9.
4
/ WALK / ...................
11.4
�O
\< <
/ W
/ 13.6 U
1 � Q
x _ �
A 13.4 \ PROPOSED
_--� STOR:'`-- DR4 x 12.6
L.C.B.
BENCHMARK x 12.9 FN 6p ----
TOP OF SPINDLE #775/2 x 15.0
EL. = 16.468' \
t 4.4 1�S,
} � 99' N82°26'30' 1 I Ccrt. 7hz3 ?hc fro oxcQ Founds 'o Show
1 y� -� W 60._9 {
7c' � �°,1s3�� {*` r- .Z;f�i -Y,--- 12.7 fl 1
x VIrY'1ehS10Y1Z
{•� MCI^Q1�rl COw, li
x 12.3 Rciuirtmc.its 0 71,c ac�l �or.IrYs SvJ �.ciw
f
7 c o u a n �1 ♦l t F"_11 w(th ✓1
..tea._- '_. •, =y�3.( i i 1 ,fi�{i 2 t�_ ' ' r 12.67 - .: `�. ~� �_ #/ 5/1 /"1N01 ,rl 1-1�5 1�PcrT 1
.0 A F T,m.A F 1 o c d H a•�aQ Arc a
. �' '.t'�m-'r�•.- i '.•.'' + H- �1�, r> .� �A:.-may c•♦vim( `^`y�,z.;�--��
PLAN zlmrl
x 11.9 OATS t � 5 I Rj P.I :J�,
RAY
SCALE: 1 " = 20'
GRAPHIC SCALE
r ill
�!G
r...t
ST
SITE PLAN OF LOT 15
COVERS LOCATED TO WITHIN TEST HOLE
12" OF F.G. ALL COMPONENTS LOCATED IN POTENTIAL P-6832 L.C.C. 9592L_
VEHICLE TRAFFIC AREAS OR BURIED 4• FEET BAXTER & NYE INC. AT
ELEV.s 14.00 OR GREATER SHALL BE H-20 LOAD CAPACITY. 1/20/88
SOUTH BAY ROAD
TOP OF F.C. 13 t
FOUNDATION � �
tiv. F.G. =13't IN
:' 11.(] P F.G.- 1,.�
\ PIT #1 (OSTERVILLE)
1500 GAL. 4' DIAMETER T EVEL ��� �. ,•
INN' _ ELEV. = 12.7
10.8 FOREST LOAM & BARNSTABLE MASS.
INV. 10.6DIST U
SEPTIC TANK INV. =10.4 BOX �Et7 �E 4p P
VC' SANDY SUBSOIL
INV. s 1 O.2 FOR
BASEMENT FL. INN. = 10.0 - ' -2.5'
lo.00' �� 6" CRUSHED - - - ,:
MIN. '• j• ARTHUR SIMONS
EL. 6.00 STONE BASE �:..y •'
-• • EL SCALE: AS NOTED DATE: MARCH 24, 1999
BOT�i OM ELEV.'.+.0' =:� MEDIUM - C2
SAND REV. AUG. 31,1999 ADD PROPOSED CONSTRUCTION.
_= 10 YR. 7/6
WATER OBSERVED-:-= OBSFRVATIC h, 4P-L BAXTER & NYE INC.
REGISTERED LAND -SURVEYORS
tD LOT 9 BRIDGE STREET - 400' FI 4 THI;; CIVIL ENGINEERS
SITE. FEBRUARY TO JUNE 1992 !', ' .R ❑STERVILLE, MASS.
VARIED 1.2' -TO 1.9'. USE 2.1' ;
NO ADJUSTMENT. ELEV. = 7.1
PRO1' J -67" NO WATER
No SCALE
- I �� Tr rrF[RE_NrE: 1Of r.,