Decision 4318 - Title 5 Site PlanSYSTEM PROFILE ALL SYSTEM MARKED WITH COMPONENTS NOTES,
SYSTEM STEM DESIGN. -'(WT TO SQkLE) COMPARABLE MEANS FOR. FUTURE LOCATION.
1. DATUM 1S, APPROXIMATE NGVD
ACCESS COVERS TO WITHIN 6",OF FIN. GRADE - 2".-PEASTONE OR. GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
:GARBAGE DISPOSER I$ NOT ALLOWED mum. .. FILTER FABRIC OVER :STONE-
2. M{JNiCtPAL'WATER 1S EXISTING
31.0' MNIMUM :75' OF COVER OVER P 30.0> 3. MINIMUM PIPE: PITCH Rood
DESIGN FLOW: 5 BEDROOMS 0 110 GPD -;550 GPD 2z SLOPE REQUIRED OVER SYST€M 29.5< To BE 1/6 PER Foot
- Ri Ebs(Tvy )o BLOCKS OR 4. DESIGN OARING FOR ALL PROPOSED PRECAST UNITS
USE A 550 GPD DESIGN FLOW ` 20
PRECAST RISERS TO BE AASHO H-1Q
4 SC}iap IWC 0 'PJC H-10 0
". VEL 1ST 2' 4• COMPONENTSAAL TOP : SYSTEM :28:5' 5. PIPE 'JOINTS TO '° Rte 6R
SEPTIC TANK: 550 GPD (2) 1100
,F - IWO rAL ♦a-w ENOS
OSIDES BE MADE WATERTIGHT. I Locus
USE A 1500 GAL. SEPTIC TANK (DUAL COMPARTMENT) •A-2 .76 ` .. s lac T u
" %bs o o . 6. CONS'IR#iCT10N DETAILS .TO BE
' - NV ACCORDANCE WITH
26.22' a 310 CMR 15.000 (TITLE V.) Gingerbreo .
�'� 26.47 :.. i{7� ' 0 0 o D o
IEE '., ...
*C=£XiSiTi� ;. � 26.
jk4"'POES.SCHL4
;°g°o8°°0 °00000I Sand r eHING. GPS SWRELEACi 7. iHISPLAN IS'FOR PROPOSED WORK LILY AND NAT TO
M.MIEfOUAL °o°°o°°c pS OSIDES: 2 (42 + 12.83) 2 (.74) = 162 GP[) soo GAL. 26.06'' >°°°°,°,° °o%°°°TIo GAL° ° ° °;_o_ 09 FOR LOT LINE:STAKING OR ANY OTR
BOTTOM 42 X 12.83 (.74) = 398 GPD
0
0 0 0 0 0 0 0 0 0 0 0
3O B• PIPE- FOR SEPTIC -SYSTEM TO SCH. 40-4- PVC.
00000000000000o0o0Q0O° H-10500 GAL LEACHING CHAMBER BY ACME PRECAST EQUAL - �IC1U►7S
TOTAL: - -756 S.F. •5560 GPD -DEPTH OF. FLOW 4 0 0 0 o 0 0 -0 0 0 0. 0 - ALL" R UND DOUBLE WASHED STONE 4' MiN. - (4) UNITS REQUIRED .- - -
9. COMPONENTS NOT TO BE=$ACKFILLED OR CONCEALED
c
ALL ,�kROUND PRECAST STRUCTURES � -
._TEE SIZES: -. - - -'6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDEOF STONE: 42.00'. X 12.83' . _ WITHOUT INSPECTION BY: BOARD OF HEALTH 'AN -�
USE (4) 500 GAL LEACHING CHAMBERS (ACME OR EQUAL) INLET DEPTH = 10 coMPAcnoN. (15.221 [2]) D
o PERMISSION OBTAINED FROM 'BOARD OF HEALTH. a
*THE INSTALLER SHALL VERIFY THE WITH 4' STONE ALL AROUND OUTLET DEPTH - T4"
OF ALL UTILITIES AND ALL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING p
LOCATIONS DIGSAFE:(1-668-344-;7233) AND VERIFYING THE
BUILDING SEWER OUTLETS AND ,
ELEVATIONS PRIOR TO INSTALLING ANY MIN. 2 SLOPE 1 PRIOR TO OF AlENCEDERGROUND do OVERHEAD UTILITIES C
ELE (�,� )
PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP
PORTION OF SEPTIC SYSTEM (-x SLOPE) (� SLOPE)
�. ADJ.G.W. 18.T
MA A=44'" (7.5% SLOPE) 11. ANYUNSUITABLE MATERIAL =ENCOUNTERED <SHALL' BE SCALE 1 "=2000'f
APPROVED DATE BOARD'-OF HEALTH I FOUNDATION- B=39' SEPTIC TANK 16' D' BOX 21' LEACHING REMOVED-5' BENEATH .AND AROUND THE PROPOSED
FACILITY LEACHNS FACILITY. -
C=52' ` 12' Eztsi►1G LEACHING FACILITY SHALL BE PUMPED AND ASSESSORS MAP 122 PARCEL 94
REMOVED OR PUMPED IOM FILLED iMTH CLEAN SAND.
I
LOCUS: IS NOT WITHIN APD (ZONE II)
I :
l o
j m
A
rn
s
Io
GRAVEL
PARKING r _
/ TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY R.S., SE2755
I WITNESS: AMY VON HONE, R.S., C.H.O.
DATE: NOVEMBER 12, 2008
PERC. RATE 5 MIN/INCH
/C7aD \� A`D CLASS i SOILS P#
EXIST c
4 ®R 0 BENCH MARK - CORNER OF
TOP Of
I BRICK PATIO ELEV. _ 35.6' n ELEV. ELEV.
OBS- WELL WFO- 26.0' 25.0'
5' REMOVAL of UNWTA�_. SOIL WEU-- Al W-247, A
�A/
r€OLIIRm ARour� PER t �R-oF ZO'NIE- BLEACKING `FACILITY, Do`R. p_ - -LSstnTA&-E SOIL LATER. W7L413E DAT!- OCTOBER 200E 1OYR 3/2
G.O w a FAN MED. sA*ro. E r€ER.. R€AI�1NG- 24.8' - 1 uY'i 3/4
TO �RTIF-Y ."iak_ REYIOW'if-
(PLEASE GIVE 24 HR VOICE ADJUSTMtENT- 4.1' r8 16" /
PRIOR TO EXCAVATION..) _ SLS B
�;no GARD 36" t OYR 4/6 23.0' LS
f ��I22 � S
BRICK- M911i PERI Cl 7.5YR '4/6
PATIO ADE / OBS. WELL NFO- LS 38' 21:8'
WELL- SDW-252
BRICK .� / ZEE_ B 55" 2.5Y 5/4 21.4'
WALKS Ta
. DATE- OCTOBER 2008 C2 C
C. , 2� �.�-�IEOGE LAWN / PLANTINGS READING- 47.4' MS MS
ADJUSTIMIENT- 2.3' 74" 2.5Y 6/3 19.8'
GARAGE C3 2.5Y 5/4
W/1 B#2
FS
AVERAGE = 3.2' ADJ. 2.5Y 5/4
C.3p '. 2
5 ADJ. G.W. 18.5'
?� ...e ADJ. G.W. 18.7' M - - - - -
•u0' " • �z :, / . 12fi"5.5144"
116 15.3'
TERRACED / 2 � a 15.5
GARDEN 144 14_0' 156" 12.0'
UNSUITABLE MATERIAL
EDGE LAWN / PLANTINGS
TH-i ? 'z
22 TITLE 5 SITE
PLAN
21
OF
2, z 10 SUamm MER ST.
ABUTTER'S
_
EXIST. 2 - .. YARMOUTH (PORT)MA
POOL �
/ao PREPARED FOR
DOM_ EDO
/. DATE: NOVEMBER 13, 2008
tC'wF#3 REV. DATE: NOVEMBER 25, 2008 (SAS LOC.)
Scal e: 1 "= 20'
0 10. 20 - 30 40 70 FEET
'iw#2 -
�tt OFA sss ��SH of yqS off 508-362-4541
`t4°
fax 508-362-9880
nANIMc� - ooh DANIEL . scNm I - downcape.com
CIVIL 0 . OJALA y apwo Copt ellgu
No. o No. 40980 leet/ng J /4C.
a�G��` j�. l9 ess 0��
civil engineers
0 N AlE� Ev° / land surveyors
939 Main Street ( Rte 6A)
LICE #08-263 DATE DANIEL A. OJALA, P.E., P.LS. YARMOUTHPORT MA 02675
08-263 :EDO.DWO (DDF)