HomeMy WebLinkAbout356 Great Island Road Topographic Site Plan 21
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Sx 6 % (•�'° rye F+Je 1 fF4 r ' '. .GENERAL NOTES ,
.%P•c+n o _ 1- y0 j1'1 �' 0 - .1. 'ELEVATIONS REFER TO Nb VD. F.aVA770NBE9SI
CHARKISANAtLSETIN
THE BASE OF THE UTILITY POLE AT111E NORTH EAST PROPERTY CORNER
r i / • ru. s F O �" O 1"s�.c>•,F f+ �e 'i/l.IICrS� AND IS SHOWN ON THE PLAN." FOTO ADDITIONAL ELEVATION DATA POINTS -
q�7 CONTACT CAPE COD ENGINEERING, INC.
.. �1 - y t'• -` �\ �'-- -._� : / - - 2. PLANREFERENCE: LCP14426HA•ND ATOPOGRATIMCSURVEYPERFOA-VIYD -
Q' .._..
4' `��• - 9 , -. p ON THE CROUhTT BY SOULS LAND SCRVEYLNC, PETER SOULS PLS:
Q r n }-_. ./ t -"�� ` 3. .ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS SHALL'CONFORAITOTHE
` c • h �'-401----T'. Irl 'PCi�c ''�+ /- --- : �'""--^�. --STATE SANITARY COD E, TITLE 5 AND TOWN OF YARMOUTH HEALTH,_
REGULATIONS. .. p
(\ `,,� 4, , '•-•�G i „Ln _ -RSI .4 _..5�•f-•ri„^::;,f Z"'� _. _"4;:A WORKLI;a1RFENCESL"ITA4LETOTIfEYARMOUTACOVSf:RVATION ✓`
•?" - .. r - `COM--HISSION SHALL BE SEF IN PLACE ALONG THE DESIGNATED WORK
•may O C ao_ �/ SOIL LU%TIT-PRIOR TO ANY WORK OCCURRING AT THE SITE.
3. r ,, �- . W Gam-'`
0 I h� J ` - ,� ,' 'd t �/, BEEP OBSERVATIONHOLE p1 �5• INSTALLATION CON TRACTOR SHALL VERIFY THE NEW SOIL PIPE CONDITION
1 o y 6 I F F''F - +: J ' Tat Datc: MAY Y2, 2007; ANM ELEVATION PRIOR TO MAKING CONNECTION TO TTH NEW SEPTIC TANK
^ ( - J t' k c ( - Witness: Phil Renaud, Yarmouth 1[ Dept.xpraevhtive b. EXISTING SEPTIC SYSI M COMPONTNTS SHALL BE COM LETELY REMOVED
a t. 1 «,� ) 1 ='y„ ��..F„ PERFORMED BY Rabert 1114. Perry, P.E. FROM THE SITE.
elevation
depth (9n.)
horizon
tet are
color
mottling
other
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7. ALL UNSUITABLE SOIL OR FILL WHERE ENCOUNTERED, STIALL BE REMOVED
TOA DISTANCE OF 5 FT, FROM THE PERIMETER OF THE SAS. SOIL TESTS -
INDICATF, THATALLTOPSOTL ANDSUASOIL SHALL REQUIRE REMOVAL,' '
PRIOR TO THE APPLICATION OF CLEAN SANT FILU ,
8. EXISTING SEPTIC SYSTEM COMPONENTS SHALL BE REMOVED AND ALL
DELETERIOUS SOIL W ITT! IT SUBJECT TO INSPF,CTION. '
9. INSTALLER SHALL CONTACT CAPE COD FNGINF.ERING, INC. IF ANY -
QITSTIONS OR DOURTS ARISE REGARDING SOfI. CONDITIOINS OR SITE '
CONDITIONS ENCOUNTERED DMNG CONSTRUCTION. e
10. ALL EXISTING UTILITIES SHALL BE DISCONNECTED AND REPLACED W1T11
NEW SERVICES., I II -
1 I: NO)I POTABLE WELLS EX6 WITTTIV 200 FT.OF TITE PROPOSED SEPTIC
lJ _ 1, ,-s - _ ` % f; COF > L' Parent material: Glacial eutwaah BREAKOUT BARRTFR OR LANDSCAPE
f ?hrtt> r SYSTEM.:
• "J3'C ,. _ l� < V . ,� C t. ( Depth to Groundwater•. 56 inch depth (Ela. a 1.0) - DECORATIVE
RESTORATION, DRIVEWAY SURFACING SHALL RF, AS DIRECTED BY THE
1 { ` .f `� D•c,. 't 4;F- A Y I _ �.!`�- r ,N
Pere. test data -See Th p 2 - PERC..RATE Las than 2 MPI OWNER. :
� ( `;
Groundwater adjustment; Reference well � btlW 29 for ApA1 x11.9 M adjustmenl
dd.
;13. PLEASE REFER TO THE ORDER OF CONDITIONS ISSUED FOR TftE PROJECT BY
ti- i ` t Adjusted Elevation1.9
+ -,, p\ w -
__N. rr: �V I THE YAR'NOUTlI CONSERVATION COMMISSION AAD ANY OTHER RELATED
DEEP OBSERVATION HOLE M2 CONDITIONS ISSUED BY THE YARSIOUTITHFALTII DEPT. ( I-•�, +� �``�, ?(_ 'rte:.. \_ 2��9 r - - .
Tat Date: MAY 22.2007; -.
Witness: Php Renaud, Yarmouth Health Dept. lepreseuhtive -
3x �' i is per^+•- X..... ,_. ;' '�-- ��F'osr "'``-^•'� �.. �.>.... ._�.__...___. , •" I a 1 PERFORMED BY Robert M. Perry, P£
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DESIGNDATA
Ilt'DRAULIC LOADING S BEDROOMS "(51110 GPD/BFDROOM ar550 GPD -
SEPTIC TANK SIZE -550.0 x 200%- 1100.0-PROVME 1500 GAL. TANK -1f-10,
PERCOLATION RATE= LESS TITAN 5 MPI
BOTTOM AND SIDEWALL LOAD RATE - 0.74CPD
SIDEWALLAREA NOT APPLICA13LEW/BED =TYPE SAS '
.. BOTTOM AREA -(30')(25')- 750.0 S.F.
TOTAL AREAkMI)RAULIC LOADING -(750:0 S.R)(.74 GPDIS.F) a: 355.0 GPD
TOTAL SYSTEM CAPACITY ill 555.0 GPD`"
*SAS CONSISTS OFA BED -TYPE FIELD I\TTH PERFORATED PVCPIPE AND ,
STONES TO TILE ELEVATIONS SHOWN, SURROUNDED BY DOUBLE-
l Parent mareriat: Glacial eaMnh \WASHED,'/,- TO I Y:^ STO.NT iV/2 LAYFRS PF %4FABLE GEOTEXTILE
• TOTAL LOT AREA -27,849 S.F. Depen to Greandwater:61 inch depth (Ela, w'f.0) FILTERCLOTH OVER THE STONE FIELD, ALLOW FOR AMPLE' OVERLAP --
, : • i > Cere-Tested: 12" to 9", in 4 min.;" in 6" in 5 min. ?ERC. RATE - Lea than 2 MPI _
• UPLAND AREA =15, 600 S.F. PER DEP FILE # SE 83-1791 q 2 ! roundwster adjustment: Reference rre0-MTW 29 for Apr n O.9 it adjustment TiiIS DESIGN IS NOT SUITABLE FOR WIT A GARBAGE DISPOSAL UNIT
• PROPOSED DWELLING FOUNDATION &DECK PROJECTION AREA a 3,897 S.F. �' Adjusted Elevation -1.9 ,
• RATIO - 3,897 S.F,115;600 S.F.- U.9% q
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se t- r ► c s N[s r e hn p IaoF I L t= TOPOGRAPHIC SITE PLAN SHOWING PROPOSED
ttsc.A�E-
r 1,1aN1 jot. coven • MIpt:OlA,2a• REMOVAL OF AN EXISTING SINGLE FAMILY
laswu&s.iT 1J, To WtT14m V Of• - - PRw�o£ 4"Gi dFivr"
/ s 1N:3Ht36 �asafle PROPOSED CONSTRUCTION OF A REPLACEMENT
IHYC•f'- .O[1.. TirE G.e£A� _. n •� T
wv,
(i' .. ; .• :.., 7.4 Z SINGLE FAMILY DWELLING
t t F i� A oti vE FC . c 9. o " oR aE yvsr vr� bF ¢ av n✓ • D AND SUBSURFACE SEWAGE DISPOSAL SYSTEM .
/y"oenaE 6p�nFD,o�oc�ssEa `ern .� "qr/r�. r y otG WGREATISLAND ROAD `
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INv:• 6 1- _: ��� WESTYAR'NIOUTH;IVIA
GaAs a • . ° I + ASSESSORS' MAP'14, PARCEL 137,
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LIQUID M•M"� 30' :
0.5' of 3/4",'la 1 LEVEL E. PAUL TINSLEY
. _ IGTRIBUTION 80X G.F�F`/i_�C..YiEw SA 5" .
n, o :se' A < E 51)5 ZO77-D/77 F/ _ 6.9 250 COMMIRCIAL STREET, SURE 200 WORCESTER, MA 01608
13tLbW TANK t - b.IVCRT. ELEV6.TlONS z,./�Yf'.F OFF7 t7'�-s_' 1'.i _ -
,e a r ... • • 1 OF ALL 5UTLJETS'Tb : Z /� Yc'E i of mien<� ¢OOX F1e n .�; dl a, -il ! . ^> ti, 22,2007 SCALE -I"-20'
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t _ "ROBERT M PERRY, PE
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