HomeMy WebLinkAbout2022 Sign off Transmittal - Deck & Siding 1�
.0t.;Y tk TOWN OF YARMOUTH
(4r) HEALTH DEPARTMENT
‘!.!,,,,f,' PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To he completed by Applicant:
Building Site Location: 175 6-'cc rC.✓es7'r✓c 1. Pa
Proposed Improvement: S 1U`", /e ',1 ce Mel c "7 r ct 'le( 1 1 x l r ` i- 1 Ce.c/14
C., k+ ‘". C '1%-- l-1-e S ,
Applicant: e, role Srros Tel. No.: i :( - G t/ - L/,j'V ti, _
Address: "'O 12et r I='.-t• I a k' c-( k,-1/, 51,p re v=,.14 . 02-t” Date Filed: ?/k-/.2,..
**/fyou would like e-mail notification of sign off please provide e-mail address: CI-S' C It S r G+r1 L1 op-1 t.S , •et Lia°, L 0 4i
Owner Name: j 1 L. r Y1 `1
Owner Address: 17 S` G- fr r'r r ,� (.5)--( r ' it a Owner Tel. No.:?to - ?Pt- 92. 1 cl
RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
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) —
Note: Floor plans not required for decks, sheds, windows, roofing;
- (3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: il / DATE: 7/d` �'
PLEASE NOTE
COMMENTSICONDITIONS. / 1
_) N 1'^Sl ( ( 5(.•,n 1 ► :�v / ,—L..Jc' / L. ' -Q
CC] U2i
S
STEM PROFILE ALL
WIITTH`MAGNEETIIC TAPE OR BE
NOTES
(NOT To SLAC) COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE MIN. 20" WATERTIGHT
1. DATUM IS NAM 88
WIT
WITHIN ACCESS COVERS TO IN fi+ OF FlN. GRADEFI
PEASTONE OR CONCRETE COVERS TO WITHIN 3' GRACEK
E
Kln
XI
TOP FOUND. EL. 41.5'
2. MUNICIPAL WATER IS %I
FILTER FABRIC OVERER STONESTONE
�
41.5 MINIMUM JS OF. CER OVER PRECAST
OV
2% SLOPE REQUIRED OVER SYSTEM 41.8 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
BILL
Fo
WALL. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST.
BLOCKS OR
x -m
NOTE. 2• MI
paSlwsr
rsca (rm.t
P'e
39.6
THICKNESS
OUIRED UNITS TO BE AASHO H -M
4'05CNLE PVL MORTM ALL PRECAST RISERS
H -la H
ase s
m
_
♦
,a- 1500 GAL H-10 14•
1x Ix• oM.
PIPES LEVEL IST Z COMFONENT5
rNDS (TYR) INVS EL 38.00 } 5. PIPE JOINTS TO BE MADE WATERTIGHT:
° SID Es 38.83'
6.CONSTRUCTION DETAILS i0 BE IN ACCORDANCE~
,
E/'PzA
a g
W�c °µ W^
38.54
TEE SEPTIC TANK TEE
38 29
WITH
- 310
31 C R s
I
xLo us
WATERT 0 BOX o ®®®�LLa®� SIR En -®®N LS 0 M I .000 (11TLE 5.)
GAS BAFFLE,: ,,; FOR LEVEWESS ®® HEIRRI SCJ EQ B; ®�`L]® 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND L
LEVEL (ACME OR EQUAL) 38.26 + I 36.10 .e �D= >e 36.00, NOT. TO BE USED FOR LOT LINE STAKING OR ANY O NI p B
OTHER PURPOSE, A +
+ e e +, e • +. a^+ 3/4' 1_1/2^ DOUBLE
WAS STONE 4' MIN. H-10 500 CAL LEACHING CHAMBER BY ACNE PRECAST OR EQUAL. B. PIPE FOR SEPTIC SYSTEM TO SON. 40-4• PVC. 4A
ALL MOUND PRECAST STRUCTURES (2) UNITS REQUIRED .�14
'6• CRUSHED STONE OR MECHANI L OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83 S. COMPONENTS NOT TO BE BACKFILLED OR C
COMPACTION. (15.221 [21) CONCEALED WITHOUT INSPECTION BY BOARD OF p'S
HEALTH AND PERMISSION OBTAINED FROM BOARD
-THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL OF HEALTH.
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION. OF SEPTIC SYSTEM. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCU MAP
INSTALLER TO CONNECT 2 EXISTING OUTLETS WITH A 31.0' BOTTOM TH-1 CALLING OIGSAFE (1-888-344-7233) AND
PROPOSED NO GROUNDWATER FOUND VERIFYING THE LOCA➢ON OF ALL UNDERGROUND k
ROPOSED CLEANOUT. OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1'�- D00'3
(11% SLOPE) (--L% SLOPE) (1 x SLOPE) - WORK ASSESSORS MAP 101 PARCEL 22
11.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
FOUNDATION.- 35 -SEPTIC. TANK 3' D BO 12' LEACHING BE REMOVED BENEATH AND 5' AROUND THE
FACILITY PROPOSED LEACHING FACILITY. LOCUS O THIN FEMA FLOOD ZONE X
(AREA OF :INIMAL FLOOD HAZARD) AS
12. EXISTING LEACHING FACILITY SHALL BE PUMPED SHOWN ON COMMUNITY PANEL #25001CO591J
LEGEND AND REMOVED OR PUMPED AND FILLED WITH CLEAN DATED 7/1 /2014
SAND.
-99- EXISTING CONTOUR 1-2
X 99.I "ST. SPOT ELEV.
-[99)- PROPOSED CONTOUR
(98.43 PROPOSED SPOT EL �S
A \ ��
+A/•} TEST HOLE_
2, SLOPE OF GROUND A' <\ . S GARAGE BEDROOM LNING"ROOM SYSTEM DE1 IGN:
r0,, UTILITY PALE / 37 /^> HALLwav GARBAGE DISPOSER 1S NOT ALLOWED __
FIRE HYDRANT \ 1"
More xm Au. sYMeoLs wr .waFAa'Ix owwxc - ' Lo BEDROOM DESIGN FLOW: 2 SEDROO S ® 110 GPD = 220 GPD
�� ss
MAP 101 PARCEL 22 USE A 330 GPD DESIGN LOW
/ 15300 5F1
.TEST HOLE :LOGS o j G.35 ACRES± £ \ SEPTIC TANK' .330 GPD 2) = 660
p PAVED 4�-�� 11 FLOOR PLAN
p DRIVE / , 3s '''E��yy�ylll��� 1 ` USE A 1500 GAL. SEPTI TANK
CRAIG J. FERRARI SE 13871 W s NOT TO SCALE
ENGINEER: � --�1 ^ � a LEACHING
WITNESS AMY VON HONE, RS \` ' SIDES: 2:(25 + 12.83 .74 = 112 GPD
DATE: 11/8/17 I 40,"\ BOTTOM - 25 x 12.8 .74 = 237 GPD
PERC RATE = < 2 MIN/INCH I / o TOTAL: 471 S.F. 349 GPD
CLASS SOILS £ - \f' ( USE (2) 500 GAL LEA C LNG CHAMBERS (ACME OR EQUAL)
ELEV. ' C _ �j V / WITH 4' STONE ALL ARO NO
Q EXISTING I \� - \\
D•' Q7,5' DWELLING V
A Ag
TOE =41 5 \
®
I CYR 4/1'T� APPROVED DA E BOARD OF HEALTH MA
10- FEB �0 2022 .P PATIO -
zc I TITLE SITE PLAN
LS HEALTFI DEPT.t OYR 5/8 I OF
. C/D I /
24" 39.5'^`e " 1'_
YarmouthFealthDepartment 175 GREAT WESTERN ROAD
?p wra SOUTH YRMOUTH, MA
PFRc ame Date P...RED FOR
MS C 6r�u 7� arm GARY CLIFFORD
2. 0 DATE: N MEMBER 16, 2017
1CYR 7/4 au
off 508-362-4541
DAV L0 L \�
fox 508-362-9880
-
BENCHMARK: a o y
+.
dLo. wn cap aawncaPe..m 0
CEMENT BOUND a
126 31.0' 42.5' NAV088 Aaengineerin , ine
,
civil engineers
al
NO GROUNDWATER ENCOUNTERED
soe:i"=zG' /� - If_ 1 �., land surveyors
Maa��-1 self E:a elle (
1-111
Street ( Rte 6A)
D m 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S.
DCE #17-391 YARMO 7HPORT IVA 02675
1
) 17-391 .CLIFFORD WRINN.OWG