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Sk6 fRf' GENERALNOTES
70 JRV ''. • 1 f)� 1.: ELEVATIONS REFER TO NGVD. ELEVATION BF,NCIENTARK IS A NAB. SET IN
/j i-
THE BASE OF TAF, Uf'iLEEY POLE AT.TFIE NORTkIEAST PROPERTY CORNER
<i- ..`- :.,..*- b - S 1 '.AND IS SHOWN ON THE PLAN. FOR ADDITIONAL ELEVATION DATA POPVTS
CI!! �. S't �! �_ i'•` A' -r `7�•, 2 -___. Gt �? . ' COWTACT CAPE COD ENGBYEERi ,G,TNC.
�'-:��'-... ._ "•..__.�� `F !!! i PLAN REFERENCE. LCP 14426 It AND A TOPOGRAPHIC SURVEYP MEOR.MED.. "
,i.,.; ON THE GROUND BY SOUI.E LAND SURVEYING, PETER SOULE PLS-.
�'�':�/.., '''t '."-u_ - v ( '�'�--� 3. -ALLSEPTIC SYSTEM CONSTRUCTION MATERIALS SHALL CONFORM TO THE
� • t c. -p\ ! ` �. r '. :•'STATE SANITARY CODE TITLE SAND TOWN OF YARMOUTH HEALTH -
N l , i i �• G , , ' '-�'F-_„i,IR "-•�_ _
REGULATIONS.
O f
A WORK LIMIT SUITABLE TO TIIFYARMOLTFI CONSERVATION d
L'_• O G ,fi 30' -' r oFr p i` -y; ` "'��? �:' y ' SOIL EVALUATION - A :SCO.NINUSSIONSUALLBESET INPLACEALONGTAEDESIGNATED WORK
01,. O �. �'"++1 i.. li,• <.- -:_r -;3 v ...-. - ,.L 1T- PRIOR TO ANY WORK OCCURRING AT THE SITE.
CO
DEEP OBSERVATION HOLE A 1 INSTALLATI CONTRACTOR SHALL VEIitEYTHF, NES' SOIL PIPE CONDITION
S :
ON
Tat D■tr. ATAY 22, 2007;' ` , - 'AND ELEVATION PRIOR TO MAKING CONNECTION TO THE NEW SEPTIC TANK
!!! 11 ✓f� Witnm: Phil Renaud, YarnombHealth Dept 6.` EXISTING SEPTIC SYSTEM COMPONENTS SHALL HE COAfPLETELYRFNtOVED
W
PERFORIMED BY Robert M: Perry, P,E -`. FROM THE SITE. -
:
EO i`
eler■tine
depth (in.)
horizon
te=fore '.
color .• mottling
•tber .
5.7-40
0-20
A
med.sand
I0YRS5
4.0-2b
20.37
B
foam. sand
10YR516
2.6--(-)23
37-96
C
m -d. nand
2_gy 514
7. ALL UNSUITABLE SOIL OR FILL WHERE ENCOUNTFRFD, SHALL BE REMOVED t
TOA DISTANCE OF 5 FT, FRONT THE PFRn TF,R OF THE SAS. SOH. TESTS -
INDICATE 7IIATALI. TOPSOIL AND SIBSOB, SHALL REQLTRF REATOVAL '
PRIOR TO THF APPLICATION OF CLEAN SA11 D FILL-
9.
ILL 8. EXISTING SEPTIC SYSTEM CO!tTPONF.NTS SHALL BE REMOVED AND ALL
DELETERIOUS SOIL WTEH FE SUWFCT TO INSPECTION. -
9. INSTALLER SHALL CONTACT CAPE COD FNGT,NEERING, INC. IF ANY
"QUESTIONS OR DOUBTS ARISE REGARDING SOIL CONDITIONS OR SITE
CO.."ITIONS ENCOUNTERED DLT^N,. C0^I5TRUC71014.
NEWSER
i� o vN s
10- ALL EXISTING UTILITIES SHALL BE DISCONNECTED AND REPLACED WITH -
�. Parrot material: G1achd outwash 11..N M. ` POTABLE WELLS F!C.� t tiTTAIN200 6T OF Tri}• PRO
! i ! f3o • < i , ^ 4 - 12. DECORATIVE FACING TO BREAKOt4 BARRIER OR LANDSCAPE POSED 5
C D� qE /�Y 1 't `t ,I -`"_Gt ,, (V -j t \ i �1 Depth to Groundwater: 56 inch depth (Flee-�I.0) DRIVEWAY SURFAONGSHALL BE AS DIRECTED BY THFF
j i \ `{ s RESTORATION,
Pers tat data:See Th d 2 PERC- RATF • Less than 2 MPI
ry - f�� (, r., r GrruwdwateradjustmeaC RefereneeweB= 1%HW 29 for April -0.9 D, adjustment
r
"� "'----__ - lJ. PLEASE REFERTO THE ORDER OF C0:111T)iONS ISSUED FOR THE PROJECT BY
k t Adjusted Elevation 1.9
�`�' -...A„ 1,. �"`�.� Q i �.' r at ,'` �r CONDITIONS YARMOUTH
BY THE YAR;I OUTI HEALTH DEPT'.ON CONLMISMON AND ANY I
� , ` , `"� ` y w _ . `� �� - t) DEEP OBSERVATION HOLE A 2
X '�.� .._�._.� �.! F"va•r_! v ' Tar Date: MAY 2z, 2007: - -
. - - ,(,//
�o •, 4�i Witness: Phil Renaud, assoath Health Dept teprmrntatne _
RELATED
PERFORAfED BY Robert M. Pe -
sPGK G .*r.P.E DESiG'Y A
e 6 t�'r' .Z �c--r`i"`'�-v ; l - , -. , DAT _ -
E i t- �j 1t / J t ( rMaKoo : depth (tat horfaos lezture "for Mottling ether HYDRAULIC LOADING S BEDROOMS p 110 GPD/BEDR0011- SSO CPD
�N 4Y I SEPTIC TAA'K SIZE - S e
S.O.Oz200% 1200.0 -PROVIDE 1500 GAL TANK -H-10,
6-I-5.0 0- 13 A used. sand IOYR 472
_ - PERCOLATION RATE -LESS TITANS M1TPI ..
13.3s BOTTOM AND SIDEWALL LOAD RATE, - 0.74GPD
J t j B n, loam. sand IOYR 6!6
SIDEWALLAREA,NOTAPPLICARLEW/BFD-TYPE SAS
1 2.9-(-p.9 38-96 C - ated.sand 2-SY6/4 BOTTOM AREA -(30'x25') 750.OS.F. .
1 TOTAL AREA HYDRAULIC LOADING w (750.0 S.F.X.74 GPD/S.F.) -555.0 GPD
BUILDING COVERAGE / 'TOTAL SVCAPACITY =555.0GI'D '.`.
*SAS CONSISTS OF A LIED -TYPE FIELD R7TH PERFORATED PVC 1•IFE AND
•; TOTAL LOT AREA M 27, 849 S.F. 11 P■rcot mai"t: Gl 'al •uM■sh TO THE EI.F.V TT S SHOWN SIIRttOUNDED RY DOUBLE=
STONE SET A ON
i 1� ASiiF,D, s/. TO I Y" STONE Ul2 LAYERS PERMEABLE GEOTEXTILE
' , - Depth ro Cronndwatm. 61 Ineb depth (E1m.. jp) : FILTERCLOTH OVER THE STONE, FIELD, ALLOW FOR AMPLE OVERLAP -
•
UPLAND AREA AREA < i S, 600 S:F PER DEP. FILE # SE $3-1791 F r Pere. Tested: l2^ t" 9-114 min 9'90 6- In S min. PERC RATE Las than 2 MPt '
` *•-
• 'PROPOSED DWELLtNGFOUNDATION &DECI{PROJECTION AREA =3,8975.F. 6 ! "`
Gromidwater
• AAT10 3 $97SF./t$,600S.F.=239!Adjusted Elevation 1.9 forAprFlQ:0,:_9Radjostment 1(ISDFSIGNISNOTSUITABLEFAWITHAGARBAGEDISPOSALRUSEN
IT
SE TAT 1 C SYST E M 'P120FI L!= t-
-b.o see.t_E- TOPOGRAPHIC SITE PLAN SHOWING PROPOSED
MANHOLE 6t COVER-MIN.OIArza.. - - REMOVAL OF AN EXISTINGSINGLE FAMILY
/pIwuw4r u -m wrn4ittG•. Cr R2rJtu0E.4 Jvr1vr -.D.
FTNt"sH>`D G17ApE �_._ : �• -
. '-; WELLING,
` PROPOSED CONSTRUCTION OF A REPLACEMENT
,., INK• 6'.00 '"-- .. - TiyE C.eFAIt = o" �-•
..�, -7 4 Z� SINGLE FAMILY DWELLING
L c r n oE- E[ . c 9: o Di J v6 i-vrr ; BsJSF �/ ry Fx�o ✓^ GE e v ""^ G AND SUBSURFACE SEWAGE' DISPOSAL SYSTENf
D M ` r w/ AT ;
w.efL 356GREA'i'ISLAND ROAD - ..
Nv.• 6 -t 1 z Et �, o WEST YARMOUTH, NIA `
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4-O ..'SAF PL E -. C. srs' s...a.aa :o •m 's -._.v •.:p o .O,.n+
LIQUID - fl7CNC �- 6 • .n
` PREPARED FOR
C•5' a 'A/w -ft ) LEVEL ��ff -.- E. PAUL TIN5LEY '
tS'Zr456R7NE : SA$ (?47TC/f7 FLt d.J 25000MMERCIALSTRF.ET, SUITE 200 WORCESTER, MA 01608
'pl6TDtlSVT10N 't30X /�
BrLOW -TANK t : TM+H RT Ct-R•,V47fON5 z..L�,YC.� 'PrtJ-.7c.0 .✓� .Ivo SCAa F - -
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4 RS P.V.C,TIGHT SL�P?1C TAhtl•e- (N-�O� O a• a ° e o . _ .• e � �„� : -: ROBERTbI:PERR1' PF, s
JbiNT. lTy. ✓-So0 t2►e LLOKs CVTL6T PIPC-9 45HALL WE. `J v 3 "P.O.'BOX 1517
- PRGCAS`T 12L'I1rlFORCCl7 +mNCFLETt„ {' ; ,ttVGL TbR AT. L[AsT .C+EO < - rs ----''-> 2r9,4".eAc,A-_ Jr, ris" Rev.. 3'/.p.%/
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TWo' FGCT.. '. b REV.
- ,FAST DENN3S„OL4'02641 -; •
TELd503-3551135.:. ,
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