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'`' Jp nE(ra@ i L f' GENERALNOTES
k u - 2 D 1. ELEVATIONS REFER TO NGYD. ELEVATION BENCB3SARK IS A NAIL SET IN -
`' �, T moi• '"'^ ,--` /' ifi/ THE BASE OF THF. U?TLTTYPOLE A1'THE NORTH EAST PROPERTY CORNER .
II,, \�, •� �r, sfu 1` _ 'Jc ,'. �� T,2 __ - ;' /7 _ S� :.. AN , SHOWN ON THE PLAN. FOR ADDITIONAL. ELEVATION DATA POI NTS
- CO-rACTCAPECODE.VGINEERT\G,INC_.
;.� G•1 E ''i 912 �.. - _ _ -
. PLAN
EFEREIN
_- -O .
` ( /- ' .._ � ..'._.._ = ON TIM GROUND BY SOLT.E LAND SURVEYING, PIETER SOUI.E 1,S• IC SURVEY ORM£D
6 ) € ��' `n ^ 3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIA IS SITALL CONFORM TO THE
aC �v raj c • STATE SANITARY CODE, TITLE SAND TOWN OF YARIMOVTH HEALTH
I 0 ♦ - ..,� tl r % s SPP t1p _. __ • o fes' ski, . a*:_ REGULATIONS.....
'r.' n 6'� _+; - 30_ f,. •.-•�, 'n" "ter-E'O k '`��,-_ ���`�r .vr: �. y--.1 _ 4. A WORK LI3IR FENCE. sU1TABLF• TO THE YARMOUTH CONSERVATION..
SOIL EVALUATION COMMISSION SMALL BE SET IN PLACE ALONG THE DESIGNATED WORK
LIMIT- PRIOR TO ANY WORK RING AT THE SITT.
1 5. INSTALLATIONCONTRACTOR HAALLLVEERIFYTHENEWSO
. DEEP OBSF.RVATTON HOLE #1 IL PIPE CONDITION
p�,,, ertr e. •1'� r a t, - P • f-n Teat Date: MAY 22, 2007, AND ELEVATION PRIOR TO MAKING CONNECTION TO THE NEW SEPTIC TANK
` ! 't i •�� 6' O + 1,' = H �pj �F f Witness: Phil Rensud,yarmonth Health Dept. representative 6, EMSTLNG SEPTIC SYSTEM COMPONENTS STIALL BE COMPLETELY REMOVED
1, Cq r ., , vC
PERFORMED BY Rohert M. Perry, P.R FROM TITE SITE.
1 / %� 7.. ALL UNSUITABLE SOTL OR FILL WR£RE ENCOUNTERED, SHALL BE R N'TOVED
Q { 1, , { aS' f D '` • 4.r l^ r =y V NFO �E� ���1 JJj f elevation depth (in.) horizon testerc tolor mottling ethrr TO A DISTANCE OF 5 IT, FROM THE PERIMETER OF THE SAS. SOIL 7£51'5
1 `� ! ' / '• /' 1 O p'Qb r i `�' J 4.0 0- INDICATE THAT ALL TOPSOIL AND SUBSOIL SHALL REQUIRE REMOVAL
• t. ? p -:.�yF t 1 „l 5.7- 2D A med. sand IOYR 513 PRIOR TO THE APPLICATION OF CLEAN SANV FILt.-
\ `! s c - "'2e • ��'Ff` O 'K �-:+' - EXISTING SEPTIC SYSTEM COMPONENTS SHALL BE REMOVTD AND ALL
! F a`� /1 l� �•'. lG/i ,. e ` Fy"J -` ,l C 4.0-2.6 20.37 $ Intim. sand 10YR 5/6
9.p �?"' -,t DELETERIOUS SOIL WITH RSL'RTECI'TO £VSFECITON.
9. INSTALLF.R SHALL CONTACT CAPE COD ENGLNEERING, INC, IF ANY
2.6-(-)23 37.96 C med: stied 2.SY St4 .. 1'F c rn ee rr
��/--�'-- - OR D..?L'TSARISERE �ARDING.SOIT-CONDMONS OR SITE-_
CONDITION ENCOt`NTERED DtRING COKSTRUcno,.
10. ALL EXISTING UTILITIES SHALL BE DtSCON`TCTED AND REPLACED WTFH
NF.W SERVICES. _
NO KNOWN POTABLE
_ f
/>,CcptxFD O i`r �X>r` Fp"7^ 1 1 Parent material: Glacial eetwuh t1•SYSTF•M.., WELLS FXLST WITHIN 200 FT.OF 7tTF PROPOSED SFP77C, -
1
C� p s A EA Y J 1 !3c',. _ G v < j p . 22. DECORATIVE FACING TO BREAKOUT BARRIER OR LANDSCAPE
IV 1 C
Depth
ea CatvSee'nN,56 inch depth (F,Iev.+1,0)
V 1 !" �'♦ ��� / ,- '-.� _ --<- t� fV j P<re teat data:See Th # 2 PERC. RATE Less than 2 MPI RESTORATION, DRIVEWAY SURFA 'G SHALL BF, AS DIRECTED BY THE
N - _ C' ! Groundwateradjustment: Referents wen _N 29 for April-0.9 R. adjutmrnt OWNER. -
�0 Adjusted Elevation .2. o (ref q yw ,tiro . NF •• s i3• PLEASE. REFF.RTO THE ORDER OF CO\'DI7TONS ISSUED FOR TIIF. PROJECT BY
- THE YARVIOUTTI CONSERVATIONCOWMISSION AND ANY OTHER RELATED
- f ' I • y 6� �, \"' \ JJr ;k- "`'� - 'J'""�-,y' j -1� -�� a + DEEP OBSERVATION HOLE #2 CONDITIONS ISSUED RY 71TE YARMOUTH ITF,ALTIT DEPT. - -
r X �•""''��, �1 V t Test Date: MAY 22.2007;
p
r's' n _ }� ''y- i / �• r• ,e•C. / - - - " ) , 'j /J(' i �� f 1:1 / W9tnne: Phil Renaud, Yarmouth Hnhh Dept. representative
\\ �. j/'axt�z, ` �rrx vr�n ^-c •-. .:i,.--� - 4 Q `� PF-RFORVIED BY Robert DL Perry, P.F_ _
�, + DESIGN DATA
if I ` ,� deviation ; depth (ia.) horizon teEturc color
mottling other HYDRAULIC LOADING 5 BEDROONIS (?7 110 GPDBEDROONI>550 GPD
v` \ j SEPTIC TANK SIZE - 550.0 x 200%=1100.0 -PROVIDE 1500 GAL TANK H-10,
6.1-5.0 0 - 13 A med. sand tOVR 4R
PERCOLATION RATE-LESS THAN 5 MPI
s.0-2,9 13.38 B toam. sand IOYR6l6 BOTTOM AND SIDEWALLLOAD RATE >0.74GPD
t l SIDEWALL AREA NOT APPLICABLE W/ BED - TYPE SAS
2.9-(-)1.9 3A-96 C med.sand 2.5Y6r4 BOTTOM AREA =(30'x25•)-750.0 S.F.
~ TOTAL AREA HYDRAULIC LOADING - (750.0 S.F.x.74 GPI)/S.F.) 5.55.0 GPD
BUILDING COVERAGE
' TOTAL SYSTEM CAPACITY = 555.0 GPD
*SAS CONSISTS OF A BED-TYPF. F1ELD W'ITII PER PVC PIPE AND
• TOTAL LOT AREA = 27,849 S.F. `" Parent matertai: Gladat outo,24 b\TOAS
E SFT TOTHE E[ EVATIONS SHOWN; SURROUNDED BYDOUBLE-
• UPLAND AREA =15,600 S.F. PER DEP FiLE # SE 83-1791
i Depth to Groundwater, 61 inch depth (Eltv, -1.0) HED,'!." TO 1 'G" STONE tV/ 2 LAYERS PERMEABLE GF,OTEXTILE
' FILTF.RCLOTH OVER THE STONE FTELD, ALLOW FOR AMPLE OVERLAP PROPOSED DWELLING FOUNDATION &DECK PROJECTION AREA - 3,897 S.F.Pere, Tested: IP to 9" in 4 min.; 9.10 V tw5 min. PERE RATE -o Less than 2 MPI
• _ ,( "; '�•-.� '.� AdjGrousted Elevation
adjustment: Refereett wets-MIW 29 for Apnl-0.9IL adjustment
• RATIO 3,897 S.F. / j5,600 S.F. a• 24.9% - - " �' "•�: Adjusted Elention - Z.o t PEA .A q WFA2ry ,pF�r• THIS DESIGN IS NOT SUITABLE FOR USE WiTH A GARBAGE DISPOSAL UNIT
S1=TyTIC SYSTC-M i2sIZOfIL>= e
TOPOGRAPHIC SITE PLAN SHOWING PROPOSED
/1,1ANL1pL.Ls R COVER IR W OIAa'24• REMOVAL OF AN EXISTING SINGLE FAMILY
�]mU4HT U�'Tb WITF4IN G- OP s� ` R.: �':vng q'.Q, p'rivr
T / FlNl7HED G{7ADE !>o r rrcni C c+F D
/// WELLING; ,
( I►19t. 8.75 _--------- .
f/sE s� 'L >vcA!>PEo PROPOSED CONSTRUCTION OF A REPLACEMENT
- ♦ V r. ., ... .. •. .•:.: .•.:-. - �r.00 4'f£i P✓G ptPE 1FG/siEivT Ti>E C.eEFJ/--oar 7-
- i oL >ERv4�.o.v �O/? 7 f' /l �E SINGLE FAMILY DWELLING
ilF.� G a,-'^ AND SUBSURFACE SEWAGE DISPOSAL SYSTEM
D - Frrv.oL G2. F�yE EL.= 9.Cy r p ..
7r+fn s w� AT
J ! ' �9. c f 3/y" vE v v.E h�+r G p o<'E ssE p s rc .� r• f vim. [ L 356 GREAT ISLAND ROAD
Cc�As INV,* ? �f T -L7• Jam' _ _z ro v r! g,� WEST YARMOUTH, MA
d-o" 8/�Ff•LE "� �s 'o ° 'n ' ! ' a �� -� ASSESSORS' MAP 14 PARCEL 137•
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' LIQUID flTONG ,r•,.., P.�.n - d o "�,-..d7o' ) ,a '. d •d. r 6 -
b PREPARED FOR
o,g' or S/4" 1 LEVEL Firmlau-nONI F303� 7• Sp +
t)'Z•o9sTbtttE- : ' � �,Pr>!-.cF v.[-w � � s + ,, E."PAUL TINSLEY
StLOW TANK t N- 20 / o - - St $ P^7-o/sl Fl r 7.O
7" L.nYt.E f'Ei7� ro�6 l.,r St '°''r E II 250 COMMERCIAL STREET, SUITE 200 WORCESTER NIA 01608
' •' •• � SJ4VCFzT L"t.CVATONS / f �
• res •' ,. . J�V. a ' �� • + a + "c r a • a e- 1 OF ALL 4nUTLLe:TS TIN Z /•n Yr •aiS c,c H.•,srosr 600X FiLT�'rc' GL"rN �"• S,, _
I a • ' - • ♦ p a r 4 .. .. D1A 2007 SCALE. - I" -20•
v r a s a \a 13aTwe SAME OR ,� - :1-r. Wren[-
-- 017- I PREPARED BY
A L�Ptrt 'fp 6E. • • • 4 ` .' V 't _ p• P • V56 RATA7tNCaj WICCL � �, � ..-._. �, _ >Ci4
4' pv.c.TIr.HT ovTLtTs /9-//2 acute ire 1 e e e �,-*" err. .F CODENCINEERING,ING
�LP1'7C TAH{IC. �FI-r0, _ o, a. o J�
SoINT. vnjr E7 STCr.� 3 - t--" 6:-^- { A,--T- 6. i 1' ?a✓C[Er? S•%+ l.r Rfv /o. tS.oJ ROBERT M. PERRY, PE
a arse-nTTy'j�• CRALLONS eXJrLET PIPE-5'SHALL Ct / eFv ��^ -�_ �__ ?,.�_. __-� J, P.O.BOX1517 FILE COPY
l- PTZtCA6`I RCI1yFOQ,CCD tSDNCIZETrCLTVM FFbR AT LtAST F_ftT_E-n/� t///"'i-'1/. - - o o RF ^3/-O7 EASTDENNIS, NIA 02641
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