HomeMy WebLinkAbout83-1031 Site Plan20 FT. MIN.
TOP OF FOUND.
4
EL. t _ 10 FT. MIN.
CONCRETE 4" SCH. 40 P,yC PIPE
COVERS MIN. PITCH 1/8- PER FT�
SAND
SOIL TEST
DATE OF SOIL TEST
WITNESSED BY 3;- f!JqIy'i
PERCOLATION RATE 4-;,- MIN,%INCH
OBSERVATION HOLE I OBSERVATION HOLE 2
CONCRETE „
4 CAST IR N PIPE I2 COVERS 2 LAYER OF ELEV,= �.(i ELEV.*
(OR EQUAI,g MIN. _
I/8"-1/2" WASHED�p
PITCH 1/4 PER FT. t hYe STONE I°
} FLOW LINE r4'y rLrr� j
� - ro" °N �e1i1�
EL= L�7? MIN. ..r•.•. - ra
� f 15.1 _
EL = 7 .s r LEVEL -
r r H
EL.
DIST. EL=
( / } ti �t5 `v1 •Y , BOX / ✓ . EL.= s WATER AT EL.=
n r . t9
f J,) WATER AT I `_�' U...S'
/ ;� r- , f� 4�f 3/4'x- 11/2' pDto e o
- 1, WASHED STONE m p ° °°o
�`1" /5�:� .GALLON"
--� DESIGN CALCULATIONS
_
1 SEPTIC TANK PRECAST LEACHING w p A EL ✓ NUMBER OF 'BEDROOMS
BASIN OR EQUIV. GARBAGE DISPOSAL UNIT N✓
6 DIAM. z TOTAL ESTIMATED FLOW
„_
' ` (r/J GAL./BR./DAY x OR.) GAL,/DAY
' t'' I i SEWAGE DISPOSAL YSTEM PROFILE '
I �I REQUIRED SEPTIC TANK CAPACITY J GAL.
{ ';K NOT TO CALE ACTUAL SIZE OF SEPTIC TANK /SLD GAL.
BOTTOM OF TEST HOLE-9R--4JSGS--P ROBBLE--WATER-TABLE-£tz LEACHING AREA REQUIREMENTS
�t t� �y {,r k OBSERV€D-WATZ-R--TA-BL-E--4—/--•—%-i-�zL.- SIDEWALL AREA �, S 6AL./S.F.
BOTTOM AREA 1,6 GAUSF
Zit"T Jr t_[_� LEACHING CAPACITY ( BOTTOM+SIOEWA}LLI T GAL.
�3.ru,.l.,r >25 071Y -IN- r;,1.0 78,5/
LEGEND
- . RESERVE LEACHING CAPACITY S GAL.
_ ta�? '7
EXISTING SPOT ELEVATION 0010
EX —_ t �jy%�rrr d -r, 1 s7. Gt1 x1 ISTNG CONTOUR --------
-
FINAL SPOT ELEVATION NOTES.
;,r 10 FINAL CONTOUR00
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E."Or+
SOIL TEST LOCATION
TITLE 5 AND THE TOWN OF V11'';.JU`i� j RULES AND
-x, _ Z r •.t;; ��� t /r' j., UTILITY POLE' REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
�. " .- _. . •C ! ., r,. .• ' TO 2. ASL COVER5 TO SANITARY V!,[ITS SHALL BE BROUGHT TO
t ___ -_
t � _„ ._ . ., �.. _ _... -: � � - CATCH BASIN
1 "'~ t %
OV Ocr,I i"s:��- \�/) WITHIN 12" OF FINISHED GRADE.
„ r, ,1- 64: 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
rr _ _ 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE
�Ch fX "-�'"'-,---`:-;� -" ;_...n. r7 'S: r+ jr r-,1,;7; 7 ! z � +
OF WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR
WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING^
/ r • ! ' MIN. FRONT SETBACK ' SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING.
`4J
100,y 1.`rj { F r� MIN. REAR SETBACK r 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
MIN SIDE SETBACK SHALL BE MORTARED IN PLACE.
-� '^ �, Fri=- :75� 6� 1�`. :.;,, .� � _ , •,,� ���, r jJr 6. 0 DETERMINATION .HAS BEEN MADE AS TO COMPLIANCE .WIT H
Lo
�� . C /, A(,r.) r DEEDEDOR ZONING REGULATIONS. OWNER /APPLICANTIS TO
— OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
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P.
{'u h., '-,-- -�F W� _ ,' APPROVED: BOARD OF HEALTH
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DATE AGENT
-�71 ' �__ - '•..•.. " i1� K �`-/�-Y..�. `�s^A C c. ,•,, `1� rr , r ..> /.;
'fir c-�""... •_ - ...a' �'/��1! J � 'v�`���y } 1 ` ",�+ /:
- `F»tt t) f' _. s., , - j%c2 �'. ""T d �`.rl� . , �t��.\. `,•-�..,,..- t '� JY l � ' -.
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PROJECT LOCATION= 7
Lc'S
APPLICANT= ..
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t j ,` I
ROBIN W. WILCOX
PROFESSIONAL LAND SURVEYOR
203 SETUCKET ROAD
SOUTH DENNIS, MASS.
385-6478 02660
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REV. s / , r ,- >, �' o ,
LOCATION MAP
Joe No. ,�
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