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PLOT PLAN Data!No,.Ia,1998. DEEP OBSERVATION 14OLEtt LOCUS MAP
Perfdrmed E t Enter t Perry. S.S.S.E. Witnessed 8 Am .Von Bone
-� SCALE l.I�_ _ C F7.---• - - Dmtlaeam a4 fA4T",,q &alcabr &a+w:a-,_
e CO-txn-(amrtWm. Narrm.
Elevation &Wham hyrbm NSW -. bmAFsm.mmam-M
M. qe NO fi i_S.L _S eo£' M,AP L� Inches
LOT AREA _SFE. l £l OLJ --- _ - �- 10.1 - 9.8 0-4 A' Lea-ySand 107r4/4
9.21- 8.1 4-26 S Loam7Send 10yr5/6.
8.1 8,7 74-70 CI Sand I0yr6/6 \ %
Sq
XZ ''a Parere mdal
ete(9�e)-Claclal Ootvaah
pp c. L f 3 , ` ! , y cI 1 � , t e- t;,. a r kf\ `. Depth eo befta R / A'- Depth to Grou wetter 70" Weedro irom gt fece no ..- tt d' iy 'if
- )
. _ / 1 i 7 • \\. t+.` t R.. r, /�• \ YA s Stadtrq r61erM Me E t-_4'. 3 Estimated teasoid hip8 Wmr*A le/ E 1_ 6.6 • �- t { _ L'"`�.•�'
Percolation Seat •Primpter method
S v
(JAal TOCK: F_T
Datet Now. 18 1998 DEEP OBSERVATION HOLE0 2
ra Fr C[ \' C (? V 4, r ! !'^? • Perfotved°eyt Robert Perry, S.S.B.E. Witnessed Syt.Amy VonHone, E:O.E. "�•�..'' S C•-a•-��✓'
J 0•Nn 6mn ed bot cerin I6d tabr Sol lboWO Lbm7-1
�1
PARCEL h'S � , r _ 1J/
Elevation soba that plop b / Irv. ="L000 7''T
' �"'+{ ., / '.. I n c h e a $CAL E10 1 - 9.6 0-6 A .oamy$and '10yr4/4
9.6 - 8.1 6-24 E LoamySand IDyr5/6_,/ ,/e i -,3.1 24+84 CI Sand 1oyr6/6 GENERAL NOTES
� ! ELEVAT/ONS REFER TD r- .:'/ (: SEE EEA)CNn.1A= {'< C�AREIL = 7-1,7-40 S. ' t •� � 1 / 2. ALL Cl.WSMfJC770N AND -MATERIALS TO "r:ONFD.RM TO TITLE 5 OF 771Errl �� �. -r .F1; \a , p ��/ /! -MASS. STATE ENVIRONMENTAL CDDE AND TNE. 50ARD OF HEALTH
t a 4E'
• 7�'!� .,,,,,7[�•�,,.: ,7` PsrMmaleM(pedo0ic) Glacial outvesh - PEOU/REMENTS FOR THE-7'DWN OF. �/p.4M CLJTh'. .
to 7 r _C • X i r 7 J M / {l - Dep"bedrock 8/_ A Depth to cgvur eter 70" Wee fmn face NO
,i Oro) 71 / err P8 S. ANr CHANGES TO TH15 PLAN MOST BE APPRAVED SY THE 'B44RD
O ,.1 , - ',s-- t>tal®rq meterin hde el 4.3F-fimated seatonA Afgh grotndvater [1, 6_.6• OFHEALTH ANO - S(J-IOFIELD B.@7THER$; /NC.
trr / &73.15 + f` - �\ Percolation Tests' P 30"a 24 Gallons passed In 13:07 Min. - -
ti: , ,��+? �'' D , - 4. NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED. OVER THE
�. ) f C 10O.Z EXPANS/ON AREA.
J� 4 I t n , ` - I r. _ C E L FJ! _ S. FOR P.pOPER PERFORMANCE, THE SEPTIC - TANH :SHOULD : BE INSPECTED
L/ I ^ L• AT LAST ONCE A YEAR, 1T SHOULD BE PUMPED WHEN Ne TOTAL
`y q •t] . h I �J `� ,�,.,- . -' 17 DEPTH OF SCUM AND SOLIDS EXCEEDS //3 OF ITS LIQUID DEPTH.
Ti» '- G.ANY UNSUITABLE: OR DELETERIOUS MATERIALENCOUNTERED MUST BE
Dates 8ay.is, 1998. MEP OBSERVATION HOLE 9 1. EXCAVATED AND REMOVED -TO A DISTANCE OF.`S FEET FROM ALL
Performed E f Robert -Pert S.a.B.E. Witnessed 8 t Eruce Mur by. E.O.S. SLOES OF THE S.A.S. BACKFILL WITH CLEAN GRAVEL OR.SANO
._ ,
Art F = i�,f7. 5.r. I>.pn tom as .tea rveWe Sat cdm 6w tacav _ dlmr(M,dtn, pvw,
/ ✓ F r t,- O.l. } f / \ 1 F i _ - EIe.Ytaon inch �n N ewsraamw«my.,.. MATERIAL MEETING TITLE'S SPECIFICATIONS. CONTACT.SCHOFIELD
47) 1 , - jl-- 1 BROTHERS IF ANY bOUBT UR QUESTIONS ARISE REGARDING SOIL
,.-. jjj
! (/
., i 1 11 9.1 - 7,6 0-6 A ndaySand 2.5i4/z QUALITY. SCHOFiELD BROTHERS OF N.E...INC. DOES NOT ASSUME
,I I. 1 I 7.6 - 6,1 6-24 -_E LoamySand 10yr6/8 RESPONSIBILITY FOR MATERIALS ENCOUNTERED DURING EXCAVATION.
7 6.1 - 4.l 24-46 CI 4eE.Sand 10yr5/6 L
( _ / .INSTALLATION CONTRACTOR SHALL CONTACTSCHOFIELD-BROTHERS
4.3'-;3.9 46-50 'C2 Med.Coarae 10yr6/2
Sand PRIOR TO BACK FILLING FOR SYSTEM CERTIFICATION,
8.NO KNOWN WELLS EXIST WITHIN 200` OF PROPOSED LEACH BED.
- ,. ` R,;;. s �� $ `.,' ,( / r�� �.1• '- - S.WORK LIMIT SHALL BE STAKED PRIOR TO,CONSTRUCTION AND SHALL
, 4 if / i ! 10 CONSIST OF HAYBALESOR SILT FENCE. WORK LIMIT WILL REMAIN
L
` PmenterateM(9edo0R) Glacial 0otvash IN PLACE UNTIL SUITABLE VEGETATION OF DISTURBED AREA HAS
', Dep011obMrtdc E A Deph to GrandWeter 46" Wveeplrp kom pit face - TP.KLN PLACE..
t. S2.-. .., _._.
m (I 0 �` ti ( / ty "xZn2tw rt:hdeE1 s_.3C.,17ma1edaeamalMOnpou..tenet�6.6• 1O•THIS PROJECT ISCCCURING WITHIN lOO FT. OF A BOARDCP,ING
Q, C< u / f 't K/ Percolation Tests VEGETATED WEILAND. ALL DISTURBED. AREAS SHALL BE
-I 7 LL i -,r (, h/ --'�- "�' REVEGETATED-FULLY AT,THE .NEXT SUITABLE TIME AFTER
n, H' CONSTRUCTION
,a C A 7 i LL��C:- E i t� � c-, .. +"J r_ c•tc
ct a W o I
ti
n`
FARCE H� ` `F�°c�
C1. t W 't- 0 C, tl, L, I
.AREA r 171750 S.F•''-j Cl- W, ",,
1 1jj to
Y\ rE:Cr. - -, C. -
RA PC F L FAPCFL N�-
CO"1 LETED
II.PLEASE REFER TO ANY ORDER OF CONDITIONS ISSUED BY.THE
YARMOUTH CONSERVATION:CDMMISSION FOR THE PROPOSED. WORK.
12.SEWER LINES SHALL BEPRESSURETESTED IN AREAS -WITHIN
10' CF WATER LINES.
_DESIGN DATA
I. E577AfA7ED /fVVRAUUC LOADIAG .. -
@EDROOA/S AT 1/0 GALLONS'PE4 DAY PER BEDROOM- 4 4 C)
- G. P. D.
GAS6AGE DISPOSAL ,5 ,..1.. ALLOWED WITH TNJS DE51G/J.
Z. `-'EPPC TANK SIZE
AVERAGE D4 FLY T•LOW m 47-1+ O x 2 DO c O GALLONS
/ C (M/AIlMt)M)
SEPTKTANK PROV/DED - ' 5QGALLONS -
.i. DESAGN PERCOLATLW RATE ,• - t. S bf P 1.
SIPEWALL LOADING _ GALLDAISIS F.
BOTTOM LOADING
4. LEACHiN6 AREA:
TOTAL 51D, -WALL AREA PROViOED - 510 x GgL,/ss
s : GAL -
TOTAL BOrTOM AREA PROVIDED- (.00 . O SF a< _.O .
it z) Cs
4,44-0
GAL.
MAWA'Uw ALLOWA6LE LDAowa (uume TITLE 5.) 444 • O GALLONS
ACTUAL HYDR,ot.ILIC LOADIMG a: 440 - - ,GALLONS C5EEID)
MIN/MUM S/HE LEACHING AREA EXCEEDS 7HAT ALLOWED ovoEe
DDT,! THE TOWN OF YA R O e1 r 14 BOARD OF HEALTH SIOLeE A4EN7b
AND- TITLE 5:
PROFILE OF SYSTEM TYPICAL LcACH Lr_ GROSS - SECTION
-- I
--NO SCALE NO 5^1iLE -
MANHOLE a COVER - A41". DL4 • Z4 -
0 B'ROUdWIT UP TO WITHIN 6" Of FINISHED - -
\' cl. D y . - - FIN16NED GRADE
V I Fes` s VE"'T PROPOSED SEWAGE DISPOSAL SYSTEM
Oaf,,". f G. -
\ INva 7�_2 5- .. - CLEAN BACKF/LL .7
r - „ c" t r .. (, FCr, : PR.cnc SCD' �DUFi EDROOIvL
NL r.X / > -'�`--7 INV. 1 . -5 i 2' LArER of - c
vti31 -- - HGrI+ �yn �'e'wASH�STDN- 1 sLr rc �_ /2'rf/Nd,-funi CwELtlrJG5
-AT: _ "71 4,'/7-'7 E?GS
S�'.li!!FR ?ER-RA.CG
,II.tP7 --- £L,. -- - CUTN YARMOUTH MA..
7.ca l J 6.G7 i :�
\j rI6r" d ,i - ... 1 �• j4( K. T/GIVT wV. 1?.'Ta ,
JU/NT P/PE jI4 - IIeL' WASHED S: ON_ _ APPLICANT: TEL NO.
\`lj ii ' { 0.5'� •°- �cRFO•'4ATcD IN T.C`,/C.N ' • >AVE,LIPCPT &VILDitiIG CO- 'Z, (5^8 39Ei- L2.`i
�t fl.Ii L' N7 1�1. M < { $Te,JG �Fe• � � e 1 :
F' SANTARYTEE 1 la \„' ZC !)t.TLTN MA'Ittl ST.
S VL;t h7 5-. - o a• -� !.'JLET /NYER7�� r•_' - ( GLTq VAF;M1'10UT1? /51A C"_!s/�
\ rC PRoV1DEGA5-BAFFLE HG' 2-D- �. j
ELEY.a:_lL...S _---._�3 1 F_
Yo.S o 3I o N7 = f (a5'L u = rT�4z - a,<�' ATE: q SCALE r A5 . noted
F /4 (^s
\1 To 7r/Z '17%. 9•' o SEPTIC TANK _ �t ST2i3 Ur/ia,J. 60X
TA KE BELOW CAPACITYP. I:` -GG GALLO.vS r z- - CUT;-Er5 .� s `. .. ..Tom. F 1 ,/ q -••r EO NBY
PRECAST. REINFORCEO.CONCRETE - __ a S' .90 O ,j Y:
PUMP C%(AMBErc ,4 q,. ELEV = I!. e q =Vr DQ ✓E CNEGKEO9
-.--- .�.,.,.-f� Y, SCHOFIELD BROTHERS OF'N .E., INC.
NOTE ALL PIPE TD BE4'� P. ✓.C. T/GNT .!O/M r _- - - /Z=-+•)
9ES B
SEE Df . Rrt ENGFNEERVJ9 • 5C%PVEr1NG • PLAIJN!/Ju^ '
VIEW - - - I `��" P.O. BOX JO/, IG, CRA 8r-eer HIGy?VAY, O'CLEANS,.k4