HomeMy WebLinkAbout2019 Sep 16 - Sign Off Transmittal, Plans - Detached Garage 0141TOWN OF YARMOUTH
o HEALTH DEPARTMENT
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• .,," ^4`' PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
Building Site Location: ``,) ..1~ �f
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Proposed Improvement: (--,:r)r)s t ' -
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Applicant: - n s \.- -, `n Q-A.-,a- Tel. No.: ` " '4 I- s-2-0Y
`, ) . `_' , h t Date Filed: i r I
Address: � ;.� `-e �,�° c� 1� �) ,� , ,� � '� �3
**If you would like e-mail notification of sign off please provide e-mail address:
Owner Name: , , f ., 4- '--)"'\"\-1;1)c-r
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Owner Address: ('-')) l r'?\ tde k-J k ''- kj i Owner Tel. No.:
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RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements I
For Septage Disposal and other Public Health Activities.
Please submit three (3) copies of plans, to include:
(1.) Site Plan showing existing buildings,water line location,
and septic system location;
(2.) Floor plan labeling ALL rooms within building
(all existing and proposed)— I
Note:Floor plans not required for decks,sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: ",,a____----
DATE; . t " 1
PLEASE NOTE
COMMENTS/CONDITIONS:
SCALE 1 "=750'
o_
-o
r 93.00
0
14"
36"
ELEV. 96.0k
RISERS TO BE INSTALLED ON
TP -1 IEXISTING TANK TO BRING COVERS
-�� 96.00 / RISER ON D -BOX TO
SANDY LOAM �: ,i:• ,� I I TO WITHIN 6' OF GRADE
TO BE GRADED SUCH THAT
/- COVER DOES NOT EXCEED 36"
BE BROUGHT TO WITHIN
6' OF GRADE
PROVIDE SPEED LEVELERS ON OUTLETS f
1 INSPECTION PORT ON CHAMBERS TO
COVER BE BROUGHT TO WITHIN
9" MINIMUM 3" OF GRADE 2" OF )J" PEASTONE OR
86' OF 4" SCH 40 36" MAXIMUM 8OOZ.
NON
E WOVEN
PVC, S=0.010 MIN. 1' OF 4" SCH 40 '
PVC, S=0.005 MIN. ELEV.=93.25 - TOP CHAMBER
•
6.21 INV.=92.93 _ 10" DEPTH OF I A" DOUBLE
INV.=92.76 = i 7 _ ! i WASHED CRUSHED STONE
INV. -92.75 Iry-01 92 -BOT FIELD
132" ' ` 85.00
MOTTLING: NONE DATE: OCTOBER 25, 2017
WEEPING: NONE PERFORMED BY: ASA MINTZ, PE
PERC RATE: <2 MIN./IN. WITNESSED BY: BRUCE G. MURPHY, R.S.
SOIL PROFILE
NOT TO SCALE
LEVEL STABLE BASE CONSISTING
OF 6" CRUSHED STONE 4• 34" X 75" LEACHING CHAMBER 4
(SEE SITE PLAN FOR ORIENTATION) 5' MINIMUM SEPARATION TO
PROPOSED 3- OUTLET (4)-H20 INFILTRATORS SEASONAL HIGH GROUNDWATER
DISTRIBUTION BOX PROPOSED SOIL ABSORPTION SYSTEM
GROUNDWATER NOT OBSERVED DURING
OBSERVATION HOLES
BOTTOM OF TEST HOLE ELEV.=85.00
GENERAL NOTES:
EDGE OF PAVEMENT
ADDRI
s 92.61 ' 91 BLUE ROCK ROAD 1. THE PROPERTY IS LOCATED IN ZONE X OF THE CURRENT FEMA FLOOD MAP
94 ` ' ` 92.27 SOUTH YARMOUTH 2. THERE ARE NO STREAMS OR WETLANDS WITHIN 100 -FEET OF THE,PROPOSED SYSTEM.
,� ASSE RS MAP/LOT: 111/0+
_ !� �`'`_ DEED )K/PG 17368/196 3. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SUBSURFACE SEWAGE
A-16.60' N 89'30'00" W _ 93.47 / T T c DISPOSAL SYSTEM ONLY
Ii --385.00' - I 80.50' j - / / DEIGN CALL 11 LCATION►J 4. VERTICAL DATUM IS ASSUMED
5. ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR 15.00 STATE
3.46 DE$1Ca LUW REGULATIONS AND LOCAL BOARD OF HEALTH REGULATIONS
_
96 _
_ - - - - - \ j 110 ONS/DAY/BEDROOM X 3 BEDROOMS = 330 GALLONS/DAY
q� 6. ALL JOINTS. IN THE TANK- AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT
£ 94.71 m �� >>�, j ''ACITY THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR HYDRAULIC
j x 0' 92.02 200% LY FLOW = 660 GALLONS, USE EXISTING 1,000 GALLON TANK CEMENT.
X 96.68 ' Oo 7. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE ONLY AND SHALL BE FIELD
96.87 I REOUI C LEACHING CAPACITY
r VERIFIED. OIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO
DESIG ERC RATE _ < 2 MIN/INCH ANY EXCAVATION OCCURRING.
N
I I c ' 0 330 ! / 0.74 GALLONS PER DAY PER SQ. FT. = 445.94 SQ. FT. 8. -THE SEPTIC SYSTEM INSTALLERTHE SYSTEM TO ALLOW DESIGN
SCHEDULING ENGINEER 2 DAYS PRIOR TO
\}l V BEGINNING INSTALLATION OF NG OF INSPECTIONS
o '� 91.91 LEACHING CAPACITY - _
Bum REA = 36.00' X 11.00' _396.00- - -
�, � .... ._ .., �-. -- - - -- d l-JL•,�YLcTI,-1l` TA�w -UAL' - -
EG SQ FT
- 9,,29
Lf 5,7
7117771111-� . 1 2 'ROVIDED
f^
5 5.->I I
EXISTING 25.66' --
-5. $ i `� DWELLING PORCH �y +-
TOF=100.00' cP i al i 1
I I w ! i
474.02 S0. FT.
10. WHERE APPLICABLE, UNSUITABLE MATERIAL (A, BAND C
350.77 GPD BELOW THE INVERT OF THE INLET TO THE SOIL ABSORPT
REMOVED TO A DISTANCE 5' AROUND THE SYSTEM AND F 10
_ APPROPRIATE ELEVATION WITH CLEAN SAND PER MASSACF 0 E
REGULATIONS.
5,,d Fka>ss3-p ss�iet ad `11. NO PRIVATE WATER SUPPLY WELLS EXIST WITHIN 150' OF
•{ I �, a,, rwe.
LEGEND � �„ �fl,��� � �, N, 12, NO GRAVEL PACKED PUBLIC WATER SUPPLY. WELLS ORS
�
I �✓� a WITHIN 400' OF THE PROPOSED SYSTEMLR w v
X 99.27 mo
PROPERTY LINE (%
04 99.20 ISH ! i 1 y � =i 13. THIS DESIGN GOES NOT ALLOW FOR THE USE OF A GARP N p
co11
v+j i cL_JWn iLo
n� EXISTING CONTOURm:_
OZ EXISTING ],000 GALLON ti I 24-g3 ! ! 0 14. THE ELEVATION OF THE EXISTING OUTLET INVERT OR BUI:'
TANK TO REMAIN -------'I . I DECK IOu
VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. ro G
.
AND BE REUSED -�� �;' % = I I i ! ___104 - - - PROPOSED CONTOUR
------ :
t i 1 i I X 94.94
-, 3 �-----I LAR I I ! ---n-- t -STOCKADE FENCE
• �• --�-- �
,.--_---� tG1 i
'co1 X 92.8 -
�? i G 92.18 EXISTING OVERHEAD WIRES P�(Nn A q 4 CR
EAS ..
97.13 73' WATER LINE o� Tz m
CGI
99.35 x 11 00 32.. - ... A J. ,- o
X
NATURAL GAS LINE ° v r
PHO:
-d
c? NO.5285
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a-,
!I �FGI E��°�� SITE DESIGl�i
AT BASIN
CATCH ST _
ANG s Residential '
`SS/ONAL 1 Resi tia Site L�
FIRE HYDRANT
EXI NG SEPTIC SYSTEM CGS
1� � ;IT 1
TO BE R MOVED/ABANDONED I
X 99.63 I WG WATER GATE VALVE
' 1h r ' t 3 rn i
(S E GENERAL NOTES)
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; �1 W r \;,N Oi t✓,4 LOCAA0/V. ITS i'• O
rn i UTILITY POLE ,le +� `a
LOT 2 PROPOSED 3 -OUTLET
1700 S )= T. t H-10 DISTRIBUTION 'J I A• s
31, 68 Q BOX I !
(Q�a,5 r7• 2 ACRES
L FR ON
5 U; PROPOSED,' S.A.S. ,
(4) H-20 HIGH CAPACITY 4" INSPECTION 92.65 BEDROOM
-TIE, 23 INF TRATORS WITH 4' OF STONE AROUND PORT (TYF.-BOTH SIDES)
LIMIT OF X 0. 3
CRUSHED STONE!
EXISTING
1 (�i SHED X 95.49 .
\ e 94
X 98.84 - BEDROOM B
� PROP I - -._ _ . oo. 'o.' �DR00 ATH
p ERTY LINE
CB/DISK(FND) S 7g22'00" E 98
BENCHMARK 00.00' 96 .
ELEV.=100.20' RECIEav o \
C!A (Z o` w, 7.96'
SEP 162019 - S 89 55 30 8 - -
OLA
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HEALTH PT.
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91 BLUE ROCK ROAD
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SOUTH YARMOUTH, MA 02664
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LIVING ROOM
SUBSURFACE SEWAGE DISPOSAL SYSTEM
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SITE PLAN AND PROFILE
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KITCHEN/DINING
REVISIONS
BEDROOM
NO. DATE
DES( v
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FLOOR PLAN
NOT TO SCALE
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1st Floor Plan - 1/4" = 1'
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PAGE - 3
q1 BLUE ROCK ROAD ENGINEER5 5TAMP
-WHEN REQUIRED
11GREAT BARNS
° 50UTH YARMOUTH, MA.
640 SETUCKET ROAD
rni3�-�> 15T FLOOR PLAN EAST DENNISMA 02660
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GHRI5 McGRATH I (508) 694-7433