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SECOND FLOOR —
FIRST FLOOR
RONT ELEVATION
SCALE" 1/4" - I'-0"
— NEW ADDITION
_REAR .ELEVATION
SCALES 1/4" - 1'-0"
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LEFT SIDE ELEVATION
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GENERAL NOTES: ISIDEC 20 9' 51 INVERT ELEVATIONS: I DES I GN CR I TER I A :
ACCESS'COVERS MUST BE WITHIN 9- MINIMUM. INVERT AT BUILDING: 96.5 DESIGN FLOW.
-
6* 6' OF FINISH GRADE 3• MAXIMUM COVER
1. THIS PLAN IS FOR -THE DESIGN AND CON HC( e l INVERT IN SEPTIC TANK: 96.0 BEDROOMS AT 110 G.P.D. PER
OF THE SEWAGE DISPOSAL SYSTEM ONLY. 1J�L FIRST 2• TO
BE LEVEL MIN 2' OF PEASTONE INVERT OUT SEPTIC TANK: 95.75 BEDROOM EOUALS332G.P.D.
2, ALL CONSTRUCTION METHODS AND MATERIALS AND 4' PVC INVERT IN DIST, BOX: 95.42
MAINTENANCE OF THE SEPTIC SYSTEM SHALL SCHEDULE 40 3/4 - 1 !/2' DIA. INVERT OUT DIST. BOX: 95.25 NO GARBAGE GRINDER
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL oJWASHED STONE
BOARD OF HEALTH REGULATIONS. GAS $ 9 3-4'X 8' FLOWDIFFUSORS INVERT IN LEACH CHAMBER: 95.0
BAFFLE SEPTIC TANK REQUIRED:
OUTLET W/4' STONE AROUND. 12'X 32' BOTTOM OF LEACH CHAMBER: 94.0 JJO G.P.D. X 20OX - 660 GAL,
3. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER D -BOX
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 10' MIN. 1500 GAL ADJUSTED GROUND WATER: B9•0 SEPTIC TANK PROVIDED: 1500 GAL.
THAN '3' IN DEPTH SHALL BE CAPABLE OF WITH- SEPTIC TANK 6' CRUSHED STONE BASE OBSERVED GROUND WATER: 85.9
STANDING H-20. WHEEL LOADS. BOTTOM OF TEST HOLE •1: 85.4 SOIL ABSORPTION SYSTEM REQUIRED:
9. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR ,� ; , PROF l L E: Nor TO SCALE
INDEX WELL AIW 247. ZONE B DESIGN PERC RATE - < 5 MIN/INCH
APPROVED EQUAL. ?7;;�L6T� C0''4P:'1W F 6/96 - 23.8. 3. 1 ' ADJUSTMENT
SOIL TEXTURAL
CLASS - -1_
pE,FS p ��1 EFFLUENT LOADING RATE - 0.74 GPD/SF
S. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. �\ ,330 GPD / 0,7-4GPD/SF - 446 S.F.
1-800-322-4844 AND THE LOCAL WATER DEPT. \-
FOR LOCATION OF UNDERGROUND UTILITIES.
PROVIDED: 3-4'x 6' FLOWDIFFUSORS
6, VERTICAL DATUM 15: ASSUMED Wf4'STONE AROUND. A-472 S.F.
7. FOR BENCH MARKS SET. SEE SITE PLAN. W.
B. NO DETERMINATION HAS BEEN MADE AS TO SOIL TEST P1 T DA TA
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS INDICATES �_ INDICATES
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL PERCOLATION - OBSERVED
fff TEST GROUNDWATER
PERMITS. VARIANCES ETC. FOR THIS PROJECT. to0•J+
TPr I Tp* 1
9. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY 101.4-}• - -- GR
ND EL 97.9 GRND EL. 96,8
TO HAVE THE PROPOSED BUILDING FOUNDATION-` �-'� G. W. EL. B5.9 G. W.fL. NIA
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE !01'2! I g Og�
AND SOIL CONDITIONS AT THE LOCATION OF THE N 85-t5'f0-E 0. HORIZON TEXTURE COLOR OTHER 97.9 O HORIZON TEXTURE COLOR OTHER 96,8
PROPOSED BUILDING. �- O
- J•I •X R' FLOpDfFFUSORS i
_ ` ..,�.... ♦ i-'---.�-.--p/4' STONE ARO/.NC /'.............................................................
/0.' ALL UNSUITABLE MATERIAL (A 6 8 HORIZONS! ♦' ♦'♦•.h's� �-----�� '
J. """"" """""' 97.7 J'
- ♦ LOAMY IOYR
LOAMY 10YR
ENCOUNTERED BELOW THE INVERT OF THE LEACHING t0t.oe / too. e4 ��� i �� �- ♦ A
SAND J/2
--..FAC1LlTY.TO BE.REMOVED FOR A DISTANCE OF 5' j :i aa� i 97.2 7- -.:-- .......... 6.
+` `- - -- B
AROUND AND PFPLACFD WITH -SAND IN ACCORDANCE _ • ��'; i. {
.... 9 2
WITH TITLE S. / ~��--- r ----- -� I -- ♦ J7*.;
7 ; SANDY 4/4R 22'
♦ / J I --- i 8 ..................................................... 94.8 SANDY..........4/4R ..................... 55.0 r ,t
97/ -- C / MEDIUM IOYP. COBBLEa SANDY IOYR COMPACT
"r,+ P 7/4 GRAVEL C 1 LOAM 7/1
r SA ,D.
/%l�rron
(LOAMY)
................•......................92.3
54 •'•
�I- - C2 MEDIUM IOYR COBBLES r
= -----
v j ° r F /1 - - I SAND 7/4 GRA VEL
• � rROPOSEDI0R7 E !
85.9
85.4 120. NO WATER ' ,96.8 _ r 4
too ss' �00 I 9r\ �P• 4s' 3 DATE: JULY 3. 1996 } ('
[1 y u '�"•• :I �` °' i♦ �" TEST By, STEPHEN HAAS
ilt
`+ o + ... 1,9 �� PROPOSED ?WEE ' - •J.k±-BK---- V: ; .
1 \\ lEDROOY DWELL I" I tom' s_nrtc nwc H WITNESSED BY: RON CADILLAC v
97.7+ ,i' ,. i2' o
PER4. RATE: C 2 MIN/INCH
0 1 1 102.p i
O Z ( 1 I♦' --- At
II i
("n! PPOPOSED v O VICE ' /j 'f9s.0 p�XO� al.Sy k
� ',,, �, � SEP T / C SYS TEM LOSS
µ'ms
art 38 N/CKERSON FARM WAY
9J.'1 Tcj
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0 D I 17. ,, 1 11 i !L b,T 7
17.742?' S.F.
Locus �r. J1, ,� 11 `, � 9I O c� U G L ,� S S. H E /4 MA /V " -
i ?� P ..O .• BOX 938. W'ES T
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> , JUL Y' 27.
PAYED DRIVE -!
14 GL E" SUR VL'YIIVG ANG I NE'f� R I NG , INC .
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3 6 2 -°� IL t� YARMOUTH COMMITTEE
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L��M t!5®�� 432-5333 I �j7yQ
LACUS MAP D !0 .,20, 4o JOE No: 96-305 FIELD:P•VVPDR CALC: SAH ``r CHECK 'aFw DRNs: SSI y
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