HomeMy WebLinkAbout2 Shore Road - Plot PlanBENCHMARK 20 FT. MINIMUM
TOP OF FOUNDATION SOIL- TEST
ELEV. I 10 FT. MINIMUM CLEAN SAND DATE OF SOIL TET DeT0le`e S /99
er
/JG V p CONCRETE PERCOLATION RWITNESSED AT �� L� MIN./INCH.
COVERS
4• SCHEDULE 40 PVC PIPE
- MIN. PITCH 1/8" PER FT. 2" LAYER of OBSERVATION HOLE 1 OBSERVATION HOLE 2
1/8• TO 1/2" ELEV.= �0 B ELEV.=
WASHED STO �
4" CAST IRON PIPE 12" MAX. 0 TOP AND
(0 EQUAL) MINIMUM 1` yENt Ig SUBS019.3
PI CH 1/4• PER FT. =• F FD'
ELEV.m r CU. er
y
FLOW LINE " �� N AIJ AOa��
ELEV.10" ---
= 1 � ELcvr +'+.S
ELEV.- -TMIN. 19• 2 p o e C7 0 o C3 0 0 o e 'A
LEVEL
V= o o o 0 CO0 o e 2" ELEV. s 7f, Ito 3 '
A ELEV. = SJ_Q_ ELEV. _ �� ee°eee eop eoe e8°e °Oo f>" ELEV.- 7.0
-- WATER AT 9 6 EL- Z WATER AT EL=
DISTRIBUTION
' BOXDESIGN CALCULATIONS
1500 GALLON TO BE WATER TESTED 3/4- TO 1 1/2• a NUMBER OF BEDROOMS
WASHED STONE GARBAGE DISPOSAL UNIT
SEPTIC TANK TOTAL ESTIMATED FLOW
(.1(0 GAL/BR./DAY X 8R.) 6L 0 GAL/DAY
ZOile t3 SEWAGE DISPOSAL SYSTEM PROFILE
.\ NOT TO SCALE
U � )
�L
>fC5 L• �Pl
r
Cel-
ro,�„ , �9
1
2S,9C0 sF7•
q c •Tv at.,, c�
•A, KovT-
OBSERVED WATER TABLE ( )0/ S/9y) ELEV. _ REQUIRED SEPTIC TANK CAPACITY 9 9 o GAL
ACTUAL SIZE OF SEPTIC TANK /Soo GAL
,Aj n/D 0.5 GS A D7 UST ME.JT ptJr 7-0 3r"j t- LEACHING AREA REQUIREMENTS
1, A 7— 1 a A Z orJ SIDEWALL AREA Z-5 GAL/S.F.
B)TTOM AREA 1•0 GAL/S.F.
7ACHING CAPACITY (BOTTOM + SIDEWALL) T �0 GAL/DAY
oI;peI C)4+ 506x/.SX T•S�
'LEGEND: RES::RVE LEACHING CAPACITY 7�o GAL/DAY
EXISTING SPOT ELEVATION OOrO
EXISTING CONTOUR----00----
FINAL SPOT E'_EVATION NOTES:
FINAL CONTOUR 00}-- 1. ALL WOP'VANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
SOIL TEST LOCATION TITLE 5 ,SND THE TOWN OF PULES AND
UTILITY POLE -O- RECULA70NS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
TOWN WATER—W--m—w— 2. ALL COV_RS TO SANITARY UNITS SHALL BE BROUGHT TO
CATCH BASIN f n j WITHIN 1Z" OF FINISHED GRADE
3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
„ _- • !1r nnr rn /.•rru+n nn "r S"Al-I- PF LAMA^LE Cc
-
W" THSTA••D"IG N-10 LOADING UNLESS THEY ARE UNDER OR W T-IIN
11. BOARD O"HEA.LTH AND OCSISN' ENc-,WT ^ S11A� r P. -SPECT THE 10 '. 0= DHIVES UP, PARKING AREAS. H-20 LOADING SHALL BE
CONS RU:3CN OF TrE F-EPTIC SYSTEM ON THE r ':.OWING USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
INSPECTION SCHEDULE: 5. ANY MASONAP,Y UNITS USED TO BRING COlvERS TO GRADE SHALL
INSP. f WHCN THE EXCAVATION IS COMPLETE. BE VORTARED IN PLACE.
INSP. P2 DURiNG PLACEMENT OF CLEAN FILL S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
INSP. {3 AF-I:R COMPONENTS OF SEPTIC SYSTEM ARE PLACED. DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
12. DESIGN EfICINEER SHALL CERTIFY TO THE HEALTH DEPARTMENT THAT OBTAIN SUCH DETERMINATIO14 FROM APPROPRIATE AUTHORITY.
THE EXCALATION. AND SEPTIC SYSTEM HAVE. BEEN
INSTALLED 1N ACCORDANCE 1%ITH THE APPROVED PLAN. ►•'
✓ r:
ti S 9. EXISTING CESSPOOL IS TO BE PUMPED AND REMOVED
X10. ALL UNSUITABLE' MATERIAL SHALL BE REMOVED
1✓ ',Ic 1 FOR A MINIMUM OF 10' AROUND LCACH rrtEWCNAND BE REPLACED
WITH SAND HAVING A PERCOLATION RATE OF LESS THAN 2 MIN. INCH.
., '. le APPROVED: BOARD OF HEALTH
DATE AGENT
FLOOD ZOAJe- Alt 61) Pee FJP_+M,4P 25'0131Sboos0
71V9 t
,'0j"4-,SWEETSER ;E
DEC 7 X001
RowTe Zg
\f
�
PROPOSED PLOT PLAN
FOR
�2THv2 VC/A � 2 r �✓
PROJECT LOCATION /.
�� Stlo�2t� D/2i✓� �rV. y,4�zr►+o✓r`J
SWEETSER ENGINEERING
235 GREAT STERN ROAD
50U11I DENNIS,j11MASS.
398-3922 02660
SCALE
DATE
REVISED
FREIASED
LOCATION MAP
JOB NO. o 99
[SHEET / OF /
,'0j"4-,SWEETSER ;E
DEC 7 X001