HomeMy WebLinkAbout0142 MAUSHOP AVE - Health - r Aven
142 Maushop e
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A= 299-093 -002
d e
e
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes '
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplitation for Vspo8al bpetem Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ') Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. G� i Owner's Name Address,and Tel.No.
Assessor's Map/ParceliA
� Z �-Z 6
Installer's Name,Address,and Tel.No �ro/.�i1o✓�irJ Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms �j Lot Size ?4sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) / � gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank 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 Certificate of
Compliance has been issued by this Board of Health.
Si Date 4 1
Application Approved by Date �-
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
I�Je-'"' e Fee /V
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
a
01pplication for ;Disposaf.6pstem Construction i3ermit
Application for a Permit to Construct( ) Repair( ) U grade Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. IMS�/Q� Owner's Name,Address,and Tel.'No..
Assessor's Map/Parcel � � �
--Z
• Installer's Name,Address,and Tel.No�4/�9arfii� Designer's Name,Address,and Tel.No.
.>,4-0 i'y 77 ru
Type of Building:
Dwelling No.of Bedrooms Lot Size 7 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title ;• j„
t Size of Septic Tank 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
4 accordance withthe provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
_M
Compliance has been issued�by this Board of Health.
Si j Date �'1 ))
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 4 )/lg J Date Issued
------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(DQ Repaired( ) Upgraded( )
Abandoned( )by
at &�e , YJhas been constructed in accordance -
with the provisions of Title 5 and the for Disposal System Construction Permit N-o;blGi -D-1 ')-.dated
Installer �ow i-// � � Designer.#bedrooms Approved design flow 666 gpd
The issuance of this permit shalknot bLfcons ed as a guarantee that the system ' function a igne .
Date Inspector
---------------------------------------------------------------------------------------------------------------=-----------------------
No. <�l b — 3-� /
I t- Fee /V-d
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Disposal *pBtrm Construction j3ermit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at ���? L1� �Q p_�,-erg c Aj �Q
and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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 pe, it.
Date 6 r�`� ' � Approved by
i I
TO/WN OF BARNSTABLE /LOCATION I�Z r/"Y�f ES/ L1 SEWAGE# 2®Ir� `z l% 2
VILLAGE �QCYI ,�tx�!P /ASSESSOR'S MAP&LOT :k—
INSTALLER'S NAME&PHONE NO.v g
SEPTIC TANK CAPACITY // / 2gZS
LEACHING FACILITY:(type) t ':t 6, �&Oize) Z SO,s f/Zf�
NO.OF BEDROOMS //��
BUILDER OR OWNER � 1
PERMIT DATE: azt Lle COMPLIANCE DATE: ,� 17
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility y` 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 Job S�W7-cx J/,
3 q -2 9
3 ig'.S '22 >5
. o
Town of Barnstable
Regulatory Services
$ `Thomas F.Geiler, Director
WARR Public Health Division
" Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 5084624644 Fax: 509-790-6304
Installer&Designer Certr#ication Form
Date: Sewage Permit!# Assessor's MaplParcel
h ` ,
Designer: Vl n ^` ,,•� �usta0er: C l f
_ V a
Address: �� Address:
Yal-Mo
On M007n' 'u-L was,issued a permit to install a
(date) {installer)
septic system at N- MAA,4 r!!�P ► based on a design drawn by
r (ad ess)
C� a,/it P elated
designer)
I certify that the septic system referenced above was installed substantially according to
the design., which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State&Local Regulations. Plan revision,or
certified as-built by designer to follow.
(Installer's Signature) 5 CIVII �.r
P,;a dli:i02
a q.
(Designer's Signature) ( (Affix Designer's Stamp Here)
PLEASE ItETIJIII�i TO BARNST ALE PUHLIC HEALTH AIYISION, CERTIFICATE Off'
COMPLIANCE WILL NOT_BE R UED UNTEL BOTH THIS FORM AAA AS-BUILT CARD ARE
RECEMI3_ Y THE J!ARNSTABLE MLIC HEALTH DIVISION, THAT YOU.
Q:Health/Scptic/Designer CcrtWcation Form 3-26-04,doc.
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LEGEND
99 - EXISTING CONTOUR SYSTEM PROFILE MALL STEM
AR ED WITHC MAGNETIC TTAPEAOR BE
X 99.1 EXIST. SPOT ELEV. (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. o
-[991--- PROPOSED CONTOUR ACCESS COVERS TO WITHIN 6' OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3' GRADE 0&
TOP FOUND. EL. 99.0' FILTER FABRIC OVER STONE 6q
] PROPOSED SPOT EL. \ MINIMUM .75' OF COVER OVER PRECAST
(98.4 2% SLOPE REQUIRED OVER SYSTEM
TH1 BLOCKS OR
PRECAST H-10 WATERTEST D'BOX FOR LEVELNESS PRECAST RISERS LOCUS
TEST HOLE RISERS (TYP.)
2'0 6' MIN. SUMP 4"OSCH40 PVC MORTAR ALL
12' MIN. INT. DIM. PIPES LEVEL 1ST 2' COMPONENTS INVERT IN 90.0'
2% SLOPE OF GROUND
ENDS ES
*94.5' 10" 1500 GAL H-10 14^ y E : Dovo➢o- - TYP.) o SIDES y��sho
( 90.83'
UTILITY POLE 94.05' TEE SEPTIC TANK TEE ° ° ° ® 0F ®®®® �®El®_ o0000000
3.80 ° o ° ° ° .
q p ° ° ° ° ° o O �°o o°°°o o°oo°oo°oo O
V FIRE HYDRANT GAS BAFFLE::: °O°o°o°°o°o°o° °o°°o°°o°o° ®®®®®�®�®®® ®®O®®�®®®�® :o°°°°°°o o. Q
>°0000000 ®®�®®®®®®®� ®®��®®®®®®® ;°0000000 s
'SY� Q0000000 .00°00000
nI ,,,.--.--
4' LIQ. LEVEL (ACME OR EQUAL)" 90.36' 90.19 ° ° ° o 'LIGHT POLELone
Iza °o°o°oao°�o° ° °O0000°001.0°0°°0�0°°0000000.0o H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL. 0
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING ° ° �_�.° ° 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.
ALL AROUND PRECAST STRUCTURES (5) UNITS REQUIRED
4 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 50.50' X 12.83'
L COMPACTION. (15.221 [2]) Y '�O�t� 6
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL (2.5 X SLOPE) ( 17% SLOPE) (� SLOPE)
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY FOUNDATION- 15' SEPTIC TANK 20' LEACHING
D' BOX 21' FACILITY 83.0' BOTTOM TH-1
PORTION OF SEPTIC SYSTEM NO GROUNDWATER FOUND LOCUS MAP
SCALE 1"=2000'f
ASSESSORS MAP 299 PARCEL 93-2
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO558J
DATED 7/16/2014
ZONING SUMMARY
Aso
ZONING DISTRICT: RG RESIDENTIAL DISTRICT
so MIN. LOT SIZE 65,000 S.F.
a MIN. LOT WIDTH 200'
64 d o MIN. LOT FRONTAGE 20'
MIN. FRONT SETBACK 30'
66-� u)00 MIN. SIDE SETBACK 15'
�6 z MIN. REAR SETBACK 15'�
�g 68 MAX. BUILDING HEIGHT 30
�. . . . . . . . . . . . 6.4
60 SITE IS IN OLD KINGS HIGHWAY HISTORIC DISTRICT
8
g° 'e • 6o SITE IS WITHIN THE AP ZONE
0p . .�. . . . . �o
. .. . . . . . , j4. . 68 OWNER OF RECORD
N. s s4. �. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . ��''
2 . . . . . . . . . . . . . . . . R �. JOHN TYLER SPRING
696,65 . . . 95 CONANT STREET
1'. . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONCORD, MA 01742
? : . . j2 .........•. .
^ry ..... . . . . . . . . •� : . 'w . . . . . . . . . . . . . . .. •...
ro . . . . . . . . . . . . . . . . . . I
: . . . . . .
00 50 . . . . . . . . . . . .
. 6�0 .,6. . .. . . . ... REFERENCES
....... . .. .:... ... ...:.:..�\ �� �6 R. . . . . .
. .. . . . . . .
• • ' ' • ' • • ' • . . ' • • • DEED BOOK 29717 PAGE 43
e �. . . . . . . . . . . . . . I.'. . . ........� PLAN BOOK 336 PAGE 13
" ' 80 " " ' " " _ " " " " " " " ' PLAN BOOK 617 PAGE 42
,8 �W.'.'. . •. . . . . . . . . • . PLAN BOOK 622 PAGE 87
60 01 . . . . . . . . . . .
w . . . . . 3 . . . . . � . . . . . . .
86 �� .�
8z o' . . .'.'. .'. . •.O.'
82 01,N . ' :' :. . .tip.. NOTES
Pr?�� 1. DATUM IS NAVD 88
eb ek 8� I . . : . . . . . . . . . .. . . . . . .
50 R •' \�! .•./' 2. MUNICIPAL WATER IS PROPOSED
$o .
�� 56 • • • • • • • . • • 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
go
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
• • • • • • / TO BE AASHO H-10
g2 O . .
• �� se 88,067 SFf �� I
' ' ' � 5. PIPE JOINTS TO BE MADE WATERTIGHT.
2.02 AC.f 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
I . 80 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
PROVIDE 7 IL LINER AT 5' 90 BE USED FOR LOT LINE STAKING OR ANY OTHER
OFF SAS IN RE SH WN. TOP AT PURPOSE.
LEV. 90.5', B TTO A EL. 86.5'f BENCHMARK: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
o NAIL TO BE SET �5
5 IN TREE EL= 91 $4 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
a ROPOS D PERMISSION OBTAINED FROM BOARD OF HEALTH.
RO 80
92 W LL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
_ _DIGSAFE (1- 888-344-7233) AND VERIFYING THE
`9?J _ LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
�o \ �96� J 78 PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
O 719 PORCH
DECK ry
go �T 1 LUSIVE USE
t� PROPOSED AR C
N r�
a
c WELLING 23 1 PG 314
TOF - .0 82 SYSTEM DESIGN:
5' REMOVAL OF UNS IT BILE SOIL G 9 GARBAGE DISPOSER IS NOT ALLOWED
REQUIRED AROUND P RI OF
LEACHING FACILITY, DOWN TO 92 ® �� `88J ,� 8A
PAVED PROPOSED 6 BEDROOM DWELLING
SUITABLE SOIL LAYER. REPLACE WITH TH `"DRIVE e6
CLEAN MED. SAND, TO MEET , 9 DESIGN FLOW: 6 BEDROOMS @ 110 GPD = 660 GPD
SPECIFICATIONS OF 310 CMR 15.255(3) 94 S3`SS�
4 `9d `°
USE A 660 GPD DESIGN FLOW
4 O
�9 SEPTIC TANK: 660 GPD (2) = 1320
3 9e,� 4V 6 2 82\ USE A 1500 GAL. SEPTIC TANK
� k
9¢ 98
A'54' LEACHING:
` 3)" 96 `�� 1�2 36 SIDES: 2(50.5 + 12.83) 2 (.74) = 187 GPD
28 BOTTOM 50.5 x 12.83 (.74) = 479 GPD
100 9 TOTAL: 901 S.F. 666 GPD
�\\ 100
102 USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
�`�'�� •'`h ' WITH 4' STONE ALL AROUND
96
,o �9
106
•"� `n s XCLU �/E U 96
10
N i/ g
P a ASEM T B110
l
'•i!rjh � 'ham
0
P �tot ' 0 1oti
/
118
j04 95 �aF
,
TEST HOLE LOGS
116
ENGINEER: A. H. OJALA, PE
WITNESS: DON DESMARAIS, RS
DATE: DECEMBER 7, 2005
PERC. RAT = < 2 MIN/INCH
28, E C E TITLESITEPLAN 2 �O AS CLASS I SOILS P#+-. 11169
^�
OF
1 ELEV. ELEV. 3 ELEV. 4 ELEV. #142 MAUSHOP AVENUE
0" 4 94' 0' 941 0i, Q 95' 0" Q 95'
3„ 0 UNSUIT. 3" O UNSUIT. BARNSTABLE, MA
O'A O'A ,A A
BLS UNSUIT. �LS UNSUIT. /LS /LS
PREPARED FOR
6�. 1OYR 3/2 UNSUIT. 7» 10YR 3/2 UNSUIT..
10YR 3/2 10" 10YR 3/2 JOHN TYLER SPRING
Q� E
�w 12" �////�ILS 11" LS
-Z
�B B B UNSUIT. B NSUIT. DATE: J U N E 13 2016
SL �SL �LS /LS ,
10YR 5/6 10YR 5/6 36.E 10YR 5/6 36" ,10YR 5/6
UNSUIT. UNSUIT. SNOFMq�s ��ZNOFMgSs� ���OFhG9ss r��1nOm � p
36" 36" C1 C1 oaf DANIELA.9c� ` DANtELA. OS`° o�'� DANIEL q DANIELti�
i UNSUIT. UNSUIT. m,
,LFS OJALAA.
67" „ /LFS O CIVIL CIVIL OJALA N�4� 8g O ter' 45 60 75 FEET
C1 C1 2.5Y 5 6 89.4 68 2.5Y 5 6 89•3 N CIVIL 2 2 0
UNSUITABLE SOIL LFS UNSUIT. / / No.465020 OJALA
P,
/LFS UNSUIT. �°�f'FG/STEFL�O �F��sTER�\�`` �oF oIP °I Ss\0
ff 508-362-4541
2.5Y 5/6 2.5Y 5/6 ASS/ANAL E�G\� ass/ONAL LNG (�IVD SUR EyO� s-'-Rv � fox 508-362-9880
76" 87.6' 77" 87.6' PERCZ C2 PERC C2 I downcape.com
to r �
FMS FMS `� t �� ' down cape eft�rineerin
PERC C2 C2 2.5Y 6/4 2.5Y 6/4 ` f � civil8 tes
FS FS (f�l C� I engineers
2.5Y 6/4 2.5Y 6/4 l land Surveyors
/ / DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
132" 83.0' 132" 83.0' 132" 84.0' 132" 84.0' YARMOUTHPORT MA 02675
BI CE # > 6- 168 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED
1s-1ss