HomeMy WebLinkAbout2023 Sign off Transmittal - Deck -YAK TOWN OF YARMOUTH
c. HEALTH DEPARTMENT
— to ;
• PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
Building Site Location: -Q c RCN
Proposed Improvement: IZ.k `A(A) S.2._C t•r
n
Applicant: J(`i IJc l6.Ar.c„\\ Tel. No.: 77 9 122. 732.1
Address: _I' - 11Q(AJ VA) NA (YLI Date Filed: / d Z 3
**If you would like e-mail notification of sign off please provide e-mail address: fiL � I (' �'^a� $CDC-.
Owner Name: C- -c$�a.^ il\L\ t(\Ow
Owner Address: n°1 ICA\ CI. Owner Tel. No.: I` UC7"?OZ"13 M
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.
20b(Ep Please submit three (3) copies of plans, to include:
(1.) Site Plan showing existing buildings, water line location,
APR 2 0 2023 and septic system location;
HEALTH DEPT. (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• Tueil DATE:
PLEASE NOTE
COMMENTS/CONDITIONS:
'_I
1 "0
20 FT #.#INff, UM F'RIJ)M CE�AFe BAWL '
±? T MINIMUM FT kMtMUM FROM IiLA6 t
, t
4 s `NkIUi € 41viN IF
.�T
1
4" CAST IR0fl PPE
(OR MwNt'ho!
01 TC H 1 /4 PER FT.
'`SLAB Et V 11 1 EI E'v'. 1 _.
ELE v _ ._.iM—
cxltii TLE T
r 5 FtE
9 t t
I F T 24 IN
W .._,.._ ._Y.. ...?4 W4C
IP
M A *' -
'<<y� >,, RF REINFORCEMENT MAT
6" TOPSOIL
f-f?Y ACT'ED GRAVEL BA.
MAINTAIN SM007rt `;RARE 7,W
Au, AWNG SWA,L,
2. iNSTAL,L T-URF REiNFOPCFMENT MAT
PEP MANUFACPIRER'S INS1`RUCT1OIN'
xA rAtlrA► A_ SA 15MAN
.< OVA 54fE;;
' F� F'LTtf
tf.7d Mrrt. NOT
Ac
01
Lin
jkFLt W LINE
10
MIN
lor
�g S" p L BAFFLE ELEV Y .
DISTRIBUTION
1 -`E1' ` 4 HIGH CAPA, TY ±NFILTRA'sC)v +Y"
t� _lQw_ I / S,ONE IN AN
'C BE PLACED ON FIRM BASE) a BE wA TERSVR TESTED _'_X 10' TRENCH f iitMATsOh � �'S.aO
f MORE THAN ONE OUTLET 11 X � t
15�t)0► GALLON
SOIL ABSORPTION r) C
TO BE PL AHED ON FIRM 8.4 SE) � ; i
SEPTIC TANK SYSTEM (SAS) f
3 j4" TO i ' ,'`2" CLEAN
LftAjBl € WASfiED STt NE
t~PEE CIF FINES & SILT _
SEWAGE DISPOSAL SYST +i PROFILE
NOT To SCALE
fill{ L AM & 4fAt #?ffW r SERA#.'
X4 �
o
m r,0
v cz�
y a3
KPSTW C&iAHAN
USGS PROBA&C WAMP T4S LL EL;-4, -
OeSERN ED WATER TALE (2 / 2'/2422) ELE v
BOTTOM OF TEST HOLE rEL€°v_
A, . .
(m)-k 7RA raw
AS _9RY*n4
ff-Qj , V * WGHAN 44CVrvAA,
44) kh.
AN Y'L
Lilt
&ME 2OW
�w 29
10 JUS
FEL 3=
YELL
POINE
40EX _ . (1 /2022)
4D T.
•
NOTES*
I, A" WPM + ` A#+tii MATE.RiALS $MAIL WNF1. A IQ �j,E.f
PlU S AND T►fE TC N+'S lttUS Rcak&ATioms F
THE S,1SSURF4CE 01ISPi AL OI
2. ALL. COS to SANITARY WOTS Afd.i. K 9ROUG4T TO
WTI-d E` OF F#*SHED GRADE
3, ALL COMPONENTS OF Tim SWITAP SYSTEM SF+A�,.t. C. OF
VATMSTANOINiG H-10 LO*DD4 ; S THEY ARE M WTHIN,
10 FT OF DRI A S OR PAAMG A& H -- 20 LOAI NC SH A4,E, f
USED UNM 0R Wi THm 10 Ff, OF WYES OR PARKIKi A AS.
ANY MASONARY UPOT'S USM To 9*W 00VERS TO GRAM SHALL
BE W-3PTARLD IN PLACE.
-_ v�RM4uiA",, ,SAS BEEN
B , AIN SUCH D"Tit+ NIINATION MOM AppROPWiA TE AiJ Tf4M T '(.
4TIL)T?E:S SHOWN APE APPROXiMAT'E ONLY, EXCAVATION �+ITFtACTt�+
TO CALL AT I.w - 344- 7233 AT LEAST 72 H"S
MOR TO COMMENCING *-.W ON ti It
CONTRACTOR IS TO YERIFY GRADES AND ELtVATIONS AS MMELL AS
JTE CONDITIONS PR1i)p TO ComUfMC1tC WOK ON SITE ANY VAPIATION
To 9E 9W)IlC;HT TO THE ATTENTION OF TI# DESIGN ENGPOCER
PARCEi IS ill FLOOD ZONE Pa1&
9 w 0 T! S SHOO N ON A jQki M.A P_ A$ PARCEL
G, ALL UNSUITABLE MAT AL. SHALL K REMOV Fit UNDER AND
'',�P A W NfMC. M OF S' WCJ 50C, ASSO RPIt(W SYSTEM AND 9E
,EpLAC ED WITH MATERIAL A` SPE(>IEV IN 1310 CUP 15 2:56: (3)<
-HE INS TALLER iS TO �4* Thf£` EN(-4 #fR � MW41MW OF 46 HOUR'S
WORYtNG GAYS) NOTff✓E FOR THE f`lNA1. 441SPFCTION (NkM KLO*
17
BUOYANCY CALCULAIION�'
TAN
WEIGHT OF WRTEP ACED 17.2/3 L6'S
ro,1T1�.0M(11A 4m)m 0
WEIGHT OF TANI- 0ER MA.NUF ACT1,REP 11.a33 LIM
WEIGHT
1t0;,1T'iO4a,L)A TOP
7,110 1195.
EXCESS WEIGHT TO Of'F ET FLOTATIC
t'1 s-(11m+T110) 1.7= Lss-
1 G 20 40 60
®r
S0)L
TEST
UA E 4 $L-4 LZ-)'
$01. TEST DOME 0�
:. _.'Y . Ins `°::
OBSERVATION HOLf
1 ELEV
+rn �._........._.r_..-..-....._._....,.f,.......»�.»._._....... __ .. ...
DEPTH H_(Pi TE> TIJRE
+7-13w ASAND
_... .... ins
OEOR MOTT OTHER
IDYR3 f2 NO ROOTS
v, -L,}AMY
51 -30w B LOAMY SAND
10YR-/6 ROOTS
11
; 30-120" C MED±UM SAND
1 "Y"A
WATER 04COUNTEREt3 AT
ELEV.
ORSER VA71ON HOLE
2
u -,ION RAT!` < __ MIN,/INCH AT +!
70-9"
A
LOAMY SAND
tOY0313
NO ERMTS
; »
LOAMY SAND
1 /6
ROOTS
_ ...,
i 2li--1 Ems'"
..
C
_ _
Ste?
2.5Ya, 4
WATER ENCOUNTERED A;
SOIL
DATE OE Via"_ TEST
T OM VY'
1M►T1+fiF
OBSERVATION HOB 3
PE.RCOLA 7,,_J; RA Tf < Ott . ; 04CA AT ft,_ 04CHIS
w
At Loftly sw
iV+1 R Als^"- ,*Tfs F rr AT , W flAV
OBSERVATION TIHOLE 4 W'
A A.OA `Y
LOWY
1 w
WATER t*NCCAjNIILRE0 AT
DESM TANS
,AR@AOEE)tSPO!� AL UNIT
TOTAL ESTIMATED FLOW
TY
Re4UW,0 SEPTIC TAW CAO
,
ACTUAL. SIZE OF SEPA"C TAW
GAL
, C A A rION
DE t PERCO"TION RATE
EFFLUENT LOADIW..: RAT€
APEA
4 4.#1 SQ. FT.
('hxm)+(4?xz00,A2)
LEACHINC CAPAWY (AREA X RATE:)
1x0Q Aa1 /IGAt
Pf f PJ£ `.EACHiNC CAPACITY
1 QQ . AL. /OAY
AGE.N T
a