HomeMy WebLinkAbout83.13.1.1 - Site Plan of Land and Septic - 2000LOCUS MAP
ASSESSOR'S MAP 63
Z/INING DISTRICTS. AED 6 APD. MIN FRONTAGE - 100'
SFrPACKS: FRONT - JO'. SIDE - 10'. REAR - 30'
MAxIMUAI SITE COVERAGE 15N UNLESS ARTIFICIAL RECHARGE
roR EXCESS RUNOFF IS PROVIDED.
rL401' ZONE C. MAP 250015 0003 C. DATED 6/17/86
GENERAL NOTES:
f. PROPFRTY LINE INFORMATION WAS COMPILED FROM
AVAILABLE PLANS AND DEEDS OF RECORD AND DOES
NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY.
1. VFPTICAL DATUM !S NGVO. FOR BENCH MARKS SET.
5FF SITE PLAN.
3. NO DrrERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT,
4, IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AMC) SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
.5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS
TO BF CONTAINED ON SITE.
6. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
POARD OF HEALTH REGULATIONS. 'I
7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN J' IN DEPTH SHALL BE CAPABLE OF WITH-
5TANDIN6 H-20 WHEEL LOADS.
R. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
APPROVED EQUAL.
9. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE AND WATERTIGHT.
10, D-PDX IS TO BE WATER TESTED TO CHECK FOR LEVEL.
Il. BEFORE CONSTRUCTION CALL 'DIG -SAF£'.
1 -668 -DIG -SAFE AND THE LOCAL WATER DEPT.
rOR LOCATION OF UNDERGROUND UTILITIES.
11. SEPTIC SYSTEM INSTALLER SHALL "NOTIFY THE
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
CONSTRUCTION INSPECTIONS,
13 ALL UNSUITABLE MATERIAL (A d 8 HORIZONS!
FNCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
APOUNO AND REPLACED WITH SAND IN ACCORDANCE
wlrH TITLE 5.
COMPACTED BASE JAN 00 READING -25.2 . ADJ-7.1 925 GPD / 0.74 GPD/SF - 1250 S.F. REOUIRED
PROF I L E: NOT TO SCALE
2T D" PROVIDED: 25' x 50'fiEACH FIELD. A-1250 SF
BOUYANCY CALCULATIONS: PUMP SYSTEM NOTES: "• � _ 1250 S.F. R'o,74 Gva/sF - 925 GPD
1. INE SEWA&r rLMPJ TO BE PAYERS SEWA6£ rUMr MODEL SRW ON EQUAL.
SEPTIC TANK: DISPLACEMENT - (30.5-25.7) x 11 x 6 - 317 C.F.
317 C.F. x 61.4 0/C.F. - 197800. H-10 TANK - 250800 OK t. TIE'PUN0$ SHALL AL TEWNATE AA ,SrAR7 AND STOrAT THE ELE►ATIONs'SH000.
THE LAG NPP SHALL JTAR1 OMEN TILT ALARM STARTS. I s o I L PEs T ��'P I. T DA - TA
rM'uK Pvc ourtEr Br NPD ?AO a#J
PUMP CHAMBER: DISPLACEMENT - (30.5-26.7) x It x 6.17 - 250 C.F. J. THF POOPS SMALL BE INSTALLED IN STR1Cr CONFORMAALE WITH THE MANLFACTIRIER•B ELEr•a.et 4 INDICATES INDICATES'
SPECIrrGrfow AND TITLL Y grawATIONS. THE PIM DISCHARGE SMALL BE t INCHES. 10
=l plalr RIP r0 O -BOX PERCOLATION = OBSERVED
158 C.F. x 62.4 0/C.F. - 161008. H-20 TANK - ?I?J08 OK 4 rK INLET n/' wie _ TEST - GROUNDWATER
PEN aIaHLD BE ABLE fi 1£DIJCOANECTED AND CffTED OVr OF 114' IE11 O41MER ._
WrTM" HAVING TIT ENTER THE PUMP CHAMBER. ALAR ONJLZ
. PUW eN o,Ka 1
rurF TP •) TP 82
4. INC ALARM SHALL START AT TTE ELEVATION SHOWN AND BE POWERED BY A CIRCtrIT r,J- s r
SEPARATE FROM THE PLM POWER. PW ass HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR
SR.A 0' 32.3 0' 35.7
"PSTER AREA � PUArV LOAMY 10YR LOAMY IOYR
W/STOCR.ADE S. AN ELECTRICAL PERMIT YVJr BE OBrAIAED FOR TNIS INSTALLATION. O/H SAND 2/I A SAND 3/2
BY CI/DM 1', W D
FENCE AROUND ♦ _ EL-J/.JB 1 Q 6 '.......................................... 31.6 !0' ...... _ _................................ 34.9
I 1 B LOAMY IOYR B LOAMY IOYR
`."✓I� 1 i
1
2-e00 GAL LEACH PUMP DETA I L : Har To SCALE SAND 5/6 SAND s/e
?4'
PITS W/S• STONE USING 1500 GAL. PEM CHAMBER 1 ......................................... 30.3 26' ..... ....................... _...... .... J3.5
1 - H -to. WATERTIGHT AND WATERPROOF
C I EINE SAND 2.5Y /•• I MED -COARSE 2.5Y
4-600 GAL LEACH ' l•SAND
5
At, 49-00. I11•£ PITS W14' STOW 1 41' ... ......SANDY LOAM 6/...' 28.8 ORA VEL 6/4
6', 35' 3.
NEW CATCH BASIN O I N 1 • SAND IT ?. SY
1 1 AR'I WirENr , C2 SAND W/ TH 7/4
\
RIM - 33.5 ,-- -�l 1` BAND OF
1 '-'� ♦♦ _ J4. MU[CHED OR LAM AREA AREA If 1N PLANTINGS L I - "' _ •A r~ y ; COARSE SAND
1 ♦ .TI - - - - _ CRA Imo. L INK FENCE - 1 - • J: • ,t
j ♦\ I1- •_1 101' 23.8 150' 23.2
\ t -------34-
k I
4-11 � `.\ \ ♦.�� ... ��-11 �' -.. 154.:. _
1 � - \ IJ: s 0 !?0' ! DATE: DECE..72.J MBER 15. 1998 DATE: FEBRUARY 2. 2000 22.9
/
♦♦� 1\ _ j TEST BY: THOMAS McLELLAN TEST BY: STEPHEN HAAS PROPOSED "40 J.F. OFFICE BUILDING , WITNESSED BY: CHARLOTTE STIFFEL WITNESSED BY: AMY VONHONE
` i•'f/NISH FLOOR ELEVATION - JJ.J \ ,TjR , , \ - a
\ I I I � P£RC RATE-' (�1 MIN/INCH PERC'RATf': ! 2 MIN/INCH
�•- IS PAYED PARKIW SPY . \ `�,� - 1
............. ............ \
- / �, HORIZON TEXTURE COLOR
1 0 tss ! .z.eJ O A LOAMY IOYR
JS.d
1 f I
1 I __� ♦♦ e- WIDE PAVED MLR RAM / I ' I 'I..............AND............J/1..
, S
1 .f• e \ f _ - NEW CATCH SAS/ 'Y' , �± 10 J5:0
�♦ nl
r RIY - Jt.S LOAMY IOYR
- B SAND 5/8 i
4 24' --------- - - ---------- - - - ----- 33.8
w, i i ti Cl MED -COARSE IOYR F
25 PAM PORING 1RACE$ - � � : ' v, , - SAND 7/6
♦ f ; NEW CATCH BASIN , ' ,Z) _..-. 52.
I RIM - Jt.S ...._ v
! .O {"JS A e' rim Am R I I 118 / SO ;
JA.8 I 10'4I(Rlr! `Il
B •
1 1000 GAL U' ' L- I +a . $ Imp ! 0 -z z I
Solt REMOY 1 PLM ^�SErrle TANK JS"' ,J1. 1 1 5.0 \ i CATCH BASIN
SEE NOTE 13 TIN LTAAIIlE71 . .. �� FL J 1 _ moi' RIR•Jt. JB
t O _
I ! /CANTER
• �! •- '^ 24' / a i RAM , - - - UP to
.77
\, \ 0' WIDE PAYED WALK
% It NO WATER
IJ PAVED PARKING f ACES 1 444 13.8
r•:;%,::': I;,. MH►/VENT�I� ,R 1 '06% TP 84
ei HORIZON TEXTURE COLOR
T'•. .T /<;:1'. I 1 i� Y IS HAYED ARKING SPACES 0' 36.0
,.;. 1, _r_ :., • fo x t00 & \ \I, J -� LOAMY IOYR
T6 J : .i J I7nl £. .. A SAND J/2
.. .. .. .. ... .. .. .... ..
J•B BML LEACH f0• .... 35.2
rlr Wit STONE ��' t \'•:., . f ----- ` Z LOAMY IOYR..
PRDPOJED''eW7t J.F. OFFICE BUILDING
• 4'...
FINISH F r`� r SAND 5/8
ELEVATION • 7t.J \\ b' : f0'x SO'r •..
• J
Y0 34.3
ieoR M
�• ' MED -COARSE IOYR I
.�__I./• 1. -l. 1 11
WA s VAC[ SAND 7/6
NEW CATCH BASIN \\ i \\ '\1 i JI •:.97 74•
VENT RIM • JJ.B Ait• , �I
S. ♦ 1 b
..............................
..........................,....f ♦\ )Rf[CNED OR LARK AREA AREA WI TN PLANTINGS - y
89633'34•E -1 1 1
401.46'% \ 1
ss s • �. \ 1 +_v -v
\ l 1
120' NO WATER 26.0
♦♦ JA.s tl al // - �✓ DATE: DECEMBER 12. 2000
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
♦ I I PERC RATE: ( 1 MIN/INCH
S / TE PLA/V OE LA/VO
HEAVY DUTY METAL 406.58' L D T / -4A A /V S EL HA L L E T 7- ROA D
`FRAIE B ORATE -
// 8' MIN T H2O CAST
IRON FRAME AND COVER WE S / YA R MO U 70/--1(* "A .
FRAME SET INFILL BED OF MORTAR 4• MIN. PEASTONE TO FINISH GRADE _ - - - - '
BRICK AND MORTAR LEVEL IMO COURSE 4 MIL POLY` ..
• PREPARED FOR
f rurREO
AB
TEE
RIIf* SECTION I' VENT
mriewrs VARY It' DIAM PIPE ftOl
ON !OLID BASE
iriCH BASIN
tv SCALE
-}- RE/AKORC£D PRECAST
CONCRETE
IN -101
I /4 •.FT- LEVEL TO OTHER . . • , . WILLOW - J TREE / ` R E . T R .
FROM BASIN 12' MIN CMP LEACHING PITS ` A'
TYPE 1-1 BITUMINOUS CONCRETE LEGEND f SCALE : /'- 20 MARCH 2 J. 2 0 0 0
3/4'-II/2' WASHED LEACHING N 10' MINIMUM DISTANCE 2' BINDER COURSE. I' TOP COURSE ''S REVISED: APRIL 28. 2000 REVISED: JANUARY ll. 2001
STONE ALL AROUND BASIN BETWEEN LEACH PITS �•. N •� 8.5' DENSE GRADED CRUSHED STONE ® CONCRETE BOUND FOUND t / REVISED: AUGUST 16. 2000 REVISED: FEBRUARY S/. 2001
IH-20JGRAVEL BASE ® WATER GATE ♦ ..� -a
-W- WATER LIHE G J J (,- ;f...: REVISED: DECEMBER 12. 2000
PAVEMENT DETAIL O HYDRANT l'•
NO SCALE -® WGAS CATf ?%=/= 1 EAGL E SURVEY I NO I NC
6' DIAM.2
.. ....
CATCH BASIN
u' MOV Mi,'Ii CI?.YrR
923
Route 6A
?' MIN.
.--o
UTILITY POLE W/ GUY WIRE
-'
ACCESS COVERS MUST
FIRST 2' TO
MA . 02675
SEE PLAN FOR ACTUAL WIDTH
OHW. �_
OVER HEAD MOIRES
AREA CALCULATIONS:
,
(508)
BE TO FINISH GRADE
BE LEVEL
4' PERF PIPE
UNDERGROUND TELEPHONE LINE
r
1F/
/�
N
i4o•4
TEE
e'nw
MIN. 2. OF
r X: .
( 508)
432-5333
TOTAL LOT AREA - 84.441= S.F.
"-+�1Do-�..�
-®
35.5PEASTONE
37.6 "•,'' 2x
NF.
PROPOSED Spor.aLrYATION
TOTAL BUILDING AREA - 9.9121 S.F.
- 12x OF SITE
CFW/SAH
CHECK: CFW
DRI: SAN
r +�
RUNOFF DIRECTION
.D
. 1
TOTAL PAVED AND WALK AREA - 29.0/01 S.F.
- J41r OF SITE
. e� 1. r. � 4s
_
'u
--\ �•�'�
v.A
. 7
.UFt Y
. C
..1
+
1. N. f^.4
r .
c,
TOTAL IMPERVIOUS AREA • 38.9221 S.F.
• 469 OF SITE
,'�
t♦ 1� y o
:/`'��`
-
"'c RT OUT PU""' F•' .+
-----
4'2'
SCH 40 P
e• SOLID PIPE 36.0
3/4' - 1 1/2' DIA.
INVERT IN DlSl. BOX:
a6`�=a.
JO
- !
G''r
PARKING CALCULATIONS:
-
� i
3f.55
3/,3
e•a
S
DOUBLE WASHED STONE
INvERT our DIST. Box:
J6.6G
GAS
31.5
5 OUTLET
25'1 50' LEACH FIELD
INVERT /N LEACH FIELD:
36.5
S£r
I SPACE PER 200 SF OFFICE SPACE REQUIRED
BAr
D -BOX
INVERT END LEACH FIELD:
J6.0
9.�5 C_
9912 SF / 200 • SO SPACES
BOTTOM LEACH FIELD,"-
J5.5
SEPTIC TANK PRiVID:�'-•,v''• -
PROVIDED 65 SPACES
2000 GAL H-10
H-20 PUMP CHAMBER 7
ADJUSTED GROUND WATER:
JO.J
HANDICAPPED SPACES REQUIRED - 2 SPACES
SEPTIC TANK
WATERTIGHT AND
OBSERVED GROUND NATER:
2J.?
R
SOIL ABSORPTION SYSTEM EOUIREO:
HANDICAPPED SPACES PROVIDED - 8 SPACES
WATERTIGHT AND
FACTORY WATERPROOFED
BOTTOM OF TEST HOLE el:
22.3
RATE ! S MIN:'.'NCH
DESIGN PERCTEXTURAL
TREES REQUIRED 65/8 • 8 TREES
FACTORY WATERPROOFED
SOIL TEXTURAL CLASS
6' CRUSHED STONE OR
INDEX WELL A/W 230. ZONE E
-
TREES PROVIDED - 8 TREES
EFFLUENT LOADING RATE - 0.74 GPD/St
LOCUS MAP
ASSESSOR'S MAP 63
Z/INING DISTRICTS. AED 6 APD. MIN FRONTAGE - 100'
SFrPACKS: FRONT - JO'. SIDE - 10'. REAR - 30'
MAxIMUAI SITE COVERAGE 15N UNLESS ARTIFICIAL RECHARGE
roR EXCESS RUNOFF IS PROVIDED.
rL401' ZONE C. MAP 250015 0003 C. DATED 6/17/86
GENERAL NOTES:
f. PROPFRTY LINE INFORMATION WAS COMPILED FROM
AVAILABLE PLANS AND DEEDS OF RECORD AND DOES
NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY.
1. VFPTICAL DATUM !S NGVO. FOR BENCH MARKS SET.
5FF SITE PLAN.
3. NO DrrERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT,
4, IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AMC) SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
.5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS
TO BF CONTAINED ON SITE.
6. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
POARD OF HEALTH REGULATIONS. 'I
7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN J' IN DEPTH SHALL BE CAPABLE OF WITH-
5TANDIN6 H-20 WHEEL LOADS.
R. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
APPROVED EQUAL.
9. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE AND WATERTIGHT.
10, D-PDX IS TO BE WATER TESTED TO CHECK FOR LEVEL.
Il. BEFORE CONSTRUCTION CALL 'DIG -SAF£'.
1 -668 -DIG -SAFE AND THE LOCAL WATER DEPT.
rOR LOCATION OF UNDERGROUND UTILITIES.
11. SEPTIC SYSTEM INSTALLER SHALL "NOTIFY THE
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
CONSTRUCTION INSPECTIONS,
13 ALL UNSUITABLE MATERIAL (A d 8 HORIZONS!
FNCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
APOUNO AND REPLACED WITH SAND IN ACCORDANCE
wlrH TITLE 5.
COMPACTED BASE JAN 00 READING -25.2 . ADJ-7.1 925 GPD / 0.74 GPD/SF - 1250 S.F. REOUIRED
PROF I L E: NOT TO SCALE
2T D" PROVIDED: 25' x 50'fiEACH FIELD. A-1250 SF
BOUYANCY CALCULATIONS: PUMP SYSTEM NOTES: "• � _ 1250 S.F. R'o,74 Gva/sF - 925 GPD
1. INE SEWA&r rLMPJ TO BE PAYERS SEWA6£ rUMr MODEL SRW ON EQUAL.
SEPTIC TANK: DISPLACEMENT - (30.5-25.7) x 11 x 6 - 317 C.F.
317 C.F. x 61.4 0/C.F. - 197800. H-10 TANK - 250800 OK t. TIE'PUN0$ SHALL AL TEWNATE AA ,SrAR7 AND STOrAT THE ELE►ATIONs'SH000.
THE LAG NPP SHALL JTAR1 OMEN TILT ALARM STARTS. I s o I L PEs T ��'P I. T DA - TA
rM'uK Pvc ourtEr Br NPD ?AO a#J
PUMP CHAMBER: DISPLACEMENT - (30.5-26.7) x It x 6.17 - 250 C.F. J. THF POOPS SMALL BE INSTALLED IN STR1Cr CONFORMAALE WITH THE MANLFACTIRIER•B ELEr•a.et 4 INDICATES INDICATES'
SPECIrrGrfow AND TITLL Y grawATIONS. THE PIM DISCHARGE SMALL BE t INCHES. 10
=l plalr RIP r0 O -BOX PERCOLATION = OBSERVED
158 C.F. x 62.4 0/C.F. - 161008. H-20 TANK - ?I?J08 OK 4 rK INLET n/' wie _ TEST - GROUNDWATER
PEN aIaHLD BE ABLE fi 1£DIJCOANECTED AND CffTED OVr OF 114' IE11 O41MER ._
WrTM" HAVING TIT ENTER THE PUMP CHAMBER. ALAR ONJLZ
. PUW eN o,Ka 1
rurF TP •) TP 82
4. INC ALARM SHALL START AT TTE ELEVATION SHOWN AND BE POWERED BY A CIRCtrIT r,J- s r
SEPARATE FROM THE PLM POWER. PW ass HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR
SR.A 0' 32.3 0' 35.7
"PSTER AREA � PUArV LOAMY 10YR LOAMY IOYR
W/STOCR.ADE S. AN ELECTRICAL PERMIT YVJr BE OBrAIAED FOR TNIS INSTALLATION. O/H SAND 2/I A SAND 3/2
BY CI/DM 1', W D
FENCE AROUND ♦ _ EL-J/.JB 1 Q 6 '.......................................... 31.6 !0' ...... _ _................................ 34.9
I 1 B LOAMY IOYR B LOAMY IOYR
`."✓I� 1 i
1
2-e00 GAL LEACH PUMP DETA I L : Har To SCALE SAND 5/6 SAND s/e
?4'
PITS W/S• STONE USING 1500 GAL. PEM CHAMBER 1 ......................................... 30.3 26' ..... ....................... _...... .... J3.5
1 - H -to. WATERTIGHT AND WATERPROOF
C I EINE SAND 2.5Y /•• I MED -COARSE 2.5Y
4-600 GAL LEACH ' l•SAND
5
At, 49-00. I11•£ PITS W14' STOW 1 41' ... ......SANDY LOAM 6/...' 28.8 ORA VEL 6/4
6', 35' 3.
NEW CATCH BASIN O I N 1 • SAND IT ?. SY
1 1 AR'I WirENr , C2 SAND W/ TH 7/4
\
RIM - 33.5 ,-- -�l 1` BAND OF
1 '-'� ♦♦ _ J4. MU[CHED OR LAM AREA AREA If 1N PLANTINGS L I - "' _ •A r~ y ; COARSE SAND
1 ♦ .TI - - - - _ CRA Imo. L INK FENCE - 1 - • J: • ,t
j ♦\ I1- •_1 101' 23.8 150' 23.2
\ t -------34-
k I
4-11 � `.\ \ ♦.�� ... ��-11 �' -.. 154.:. _
1 � - \ IJ: s 0 !?0' ! DATE: DECE..72.J MBER 15. 1998 DATE: FEBRUARY 2. 2000 22.9
/
♦♦� 1\ _ j TEST BY: THOMAS McLELLAN TEST BY: STEPHEN HAAS PROPOSED "40 J.F. OFFICE BUILDING , WITNESSED BY: CHARLOTTE STIFFEL WITNESSED BY: AMY VONHONE
` i•'f/NISH FLOOR ELEVATION - JJ.J \ ,TjR , , \ - a
\ I I I � P£RC RATE-' (�1 MIN/INCH PERC'RATf': ! 2 MIN/INCH
�•- IS PAYED PARKIW SPY . \ `�,� - 1
............. ............ \
- / �, HORIZON TEXTURE COLOR
1 0 tss ! .z.eJ O A LOAMY IOYR
JS.d
1 f I
1 I __� ♦♦ e- WIDE PAVED MLR RAM / I ' I 'I..............AND............J/1..
, S
1 .f• e \ f _ - NEW CATCH SAS/ 'Y' , �± 10 J5:0
�♦ nl
r RIY - Jt.S LOAMY IOYR
- B SAND 5/8 i
4 24' --------- - - ---------- - - - ----- 33.8
w, i i ti Cl MED -COARSE IOYR F
25 PAM PORING 1RACE$ - � � : ' v, , - SAND 7/6
♦ f ; NEW CATCH BASIN , ' ,Z) _..-. 52.
I RIM - Jt.S ...._ v
! .O {"JS A e' rim Am R I I 118 / SO ;
JA.8 I 10'4I(Rlr! `Il
B •
1 1000 GAL U' ' L- I +a . $ Imp ! 0 -z z I
Solt REMOY 1 PLM ^�SErrle TANK JS"' ,J1. 1 1 5.0 \ i CATCH BASIN
SEE NOTE 13 TIN LTAAIIlE71 . .. �� FL J 1 _ moi' RIR•Jt. JB
t O _
I ! /CANTER
• �! •- '^ 24' / a i RAM , - - - UP to
.77
\, \ 0' WIDE PAYED WALK
% It NO WATER
IJ PAVED PARKING f ACES 1 444 13.8
r•:;%,::': I;,. MH►/VENT�I� ,R 1 '06% TP 84
ei HORIZON TEXTURE COLOR
T'•. .T /<;:1'. I 1 i� Y IS HAYED ARKING SPACES 0' 36.0
,.;. 1, _r_ :., • fo x t00 & \ \I, J -� LOAMY IOYR
T6 J : .i J I7nl £. .. A SAND J/2
.. .. .. .. ... .. .. .... ..
J•B BML LEACH f0• .... 35.2
rlr Wit STONE ��' t \'•:., . f ----- ` Z LOAMY IOYR..
PRDPOJED''eW7t J.F. OFFICE BUILDING
• 4'...
FINISH F r`� r SAND 5/8
ELEVATION • 7t.J \\ b' : f0'x SO'r •..
• J
Y0 34.3
ieoR M
�• ' MED -COARSE IOYR I
.�__I./• 1. -l. 1 11
WA s VAC[ SAND 7/6
NEW CATCH BASIN \\ i \\ '\1 i JI •:.97 74•
VENT RIM • JJ.B Ait• , �I
S. ♦ 1 b
..............................
..........................,....f ♦\ )Rf[CNED OR LARK AREA AREA WI TN PLANTINGS - y
89633'34•E -1 1 1
401.46'% \ 1
ss s • �. \ 1 +_v -v
\ l 1
120' NO WATER 26.0
♦♦ JA.s tl al // - �✓ DATE: DECEMBER 12. 2000
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
♦ I I PERC RATE: ( 1 MIN/INCH
S / TE PLA/V OE LA/VO
HEAVY DUTY METAL 406.58' L D T / -4A A /V S EL HA L L E T 7- ROA D
`FRAIE B ORATE -
// 8' MIN T H2O CAST
IRON FRAME AND COVER WE S / YA R MO U 70/--1(* "A .
FRAME SET INFILL BED OF MORTAR 4• MIN. PEASTONE TO FINISH GRADE _ - - - - '
BRICK AND MORTAR LEVEL IMO COURSE 4 MIL POLY` ..
• PREPARED FOR
f rurREO
AB
TEE
RIIf* SECTION I' VENT
mriewrs VARY It' DIAM PIPE ftOl
ON !OLID BASE
iriCH BASIN
tv SCALE
-}- RE/AKORC£D PRECAST
CONCRETE
IN -101
I /4 •.FT- LEVEL TO OTHER . . • , . WILLOW - J TREE / ` R E . T R .
FROM BASIN 12' MIN CMP LEACHING PITS ` A'
TYPE 1-1 BITUMINOUS CONCRETE LEGEND f SCALE : /'- 20 MARCH 2 J. 2 0 0 0
3/4'-II/2' WASHED LEACHING N 10' MINIMUM DISTANCE 2' BINDER COURSE. I' TOP COURSE ''S REVISED: APRIL 28. 2000 REVISED: JANUARY ll. 2001
STONE ALL AROUND BASIN BETWEEN LEACH PITS �•. N •� 8.5' DENSE GRADED CRUSHED STONE ® CONCRETE BOUND FOUND t / REVISED: AUGUST 16. 2000 REVISED: FEBRUARY S/. 2001
IH-20JGRAVEL BASE ® WATER GATE ♦ ..� -a
-W- WATER LIHE G J J (,- ;f...: REVISED: DECEMBER 12. 2000
PAVEMENT DETAIL O HYDRANT l'•
NO SCALE -® WGAS CATf ?%=/= 1 EAGL E SURVEY I NO I NC
6' DIAM.2
®
CATCH BASIN
923
Route 6A
?' MIN.
.--o
UTILITY POLE W/ GUY WIRE
Yormou
t hpor t
MA . 02675
SEE PLAN FOR ACTUAL WIDTH
OHW. �_
OVER HEAD MOIRES
// � ��� I � ��
�,h
,
(508)
362-8132
LEACHING BASIN
-T-
UNDERGROUND TELEPHONE LINE
1F/
/�
i4o•4
ExISTINO SPOT ELEVATION
( 508)
432-5333
DETAIL
"-+�1Do-�..�
-®
EXISTING CONTOUR
NO SOLE
PROPOSED Spor.aLrYATION
In, ii 111
0 10 20
rn8 N0: 99=105 FIELD: CFMIFEX CALL:
CFW/SAH
CHECK: CFW
DRI: SAN
r +�
RUNOFF DIRECTION
.D
. 1
F 9
. e� 1. r. � 4s
_
'u
--\ �•�'�
v.A
. 7
.UFt Y
. C
..1
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•?n ^r. ..j
♦ +S • n.
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- EXIT F AREA CALCULA T ION$ : al."ER MAY or ACCESS COVERS MUST FIRST 2' TO 9' MINIMUM COVER INVERT ELEVATIONS: DESIGN CRITERIA:
-L BE TO FINISH GRADE 4' PERF PIPE INVERT AT BUILDING: 33.3 DESIGN FLOW:
PLACED WITHIN U _ BE LEVEL 4•YfNT
eo of FAST wrr 9912 S.F. OFFICE x 75 GPD PER 1000 S.F.
f TOTAL LOT AREA :67.339= S.F. 35.5 VENT TEE 37 6 2z INVERT 1N SEPTIC TANK: 31.8
TOTAL BUILDING AREA 9.911= S.F. - !Sx OF SITE Ra MIN MIN. 2. OF INVERT OUT SEPTIC TANK: 31.55 EQUALS 743 GPD OR 67.339 S.F. LOT x
TOTAL PAVED AND WALK AREA - 29.010: S.F.' - 43x OF SITE fi• MIN
O
c TOTAL IMPERVIOUS AREA - 38,9221 S.F. - 58z OF SITE 00 PEASTONE INVERT IN PUMP CHAMBER: 31.5 550 GPD/40.000 S.F. £OUALS 925 GPD
EAST - 3/4' - 1 1/2' DIA. INVERT OUT PUMP CHAMBER: 31,5
z UNIT 2' SCH 40 PVC SEPTIC TANK REQUIRED:
W - 4' SOLID PIPE 3 .0 DOUBLE WASHED STONE INVERT IN DIST. BOX: 36.85
oI w
PARKING CALCULATIONS: 3 31.55 31.5 _ 3 .5 INVERT OUT aDIST. BOX: 36.68 925 G.P.D. X 200x - IB50 GAL.
v= l.8 3/.5 5 OUTLET 25'x 50' LEACH FIELD SEPTIC TANK PROVIDED: 2000 GAL. rk LOCUS y '° ! SPACE PER 200 SF OFFICE SPACE REQUIRED
- D -80X INVERT 1N LEACH FIELD: 36.5
aig j 9912 SF / 200 - 50 SPACES SOIL ABSORPTION SYSTEM REQUIRED:
f PROVIDED - 65 SPACES INVERT END LEACH FIELD: .0
J 2000 GAL H-20 H-20 PUMP CHAMBER BOTTOM LEACH FIELD: 35.5 DESIGN PERC RATE ( 5 M/N/INCH
HANDICAPPED SPACES REQUIRED - 1 SPACES SEPTIC TANK WATERTIGHT AND ADJUSTED GROUND WATER: 30.3
SOIL TEXTURAL CLASS - !
HANDICAPPED SPACES PROVIDED - 2 SPACES WATERTIGHT AND FACTORY WATERPROOFED OBSERVED GROUND WATER: 23.2 EFFLUENT LOADING RATE - 0,74 GPD/SF
TREES REQUIRED 65/8 - 8 TREES FACTORY WATERPROOFED BOTTOM OF TEST HOLE *1: 22.3 925 GPD / 0.74 GPD/SF • 1250 S.F. REQUIRED
TREES PROVIDED - 8 TREES 6' CRUSHED STONE OR
I COMPACTED BASE INDEX WELL A/W 230. ZONE E
JAN 00 READING -25.2'. ADJ-7.1' PROVIDED: 25' x 50' LEACH FIELD. A-1250 SF
PROF / L E :Nor TO SCALE
1250 S.F. x 0.74 GPD/SF 925 GPD
LOCUS MAP am
BOUYANCY CALCULATIONS:
ASSESSOR'S MAP 63
ZONING DISTRICTS. 83 A APD. MIN FRONTAGE - 100' SEPTIC TANK: DISPLACEMENT - /JO.5-25.7) x 11 x 6 - 317 C.F. SOIL TEST PIT DA TA (9
SETBACKS: FRONT - 30'. SIDE - 10'. REAR - 30' 317 C.F. x 62.4 */C.F. a 19780*. H-20 TANK - 25080. OK PUMP SYSTEM 'NOTES:
MAXIMUM SITE COVERAGE - ISz UNLESS ARTIFICIAL RECHARGE r. Puurs To BE MYERs RESIDENTIAL sEuat rLw MIUDFc 1xw s PVC UNLET YQINDICATESINDICATEPVC OUTLET SM HYD TAG 683 PERCOLATION -� OBSERVED
S
FOR EXCESS RUNOFF IS PROVIDED. PUMP CHAMBER: DISPLACEMENT - (30.5-26.7) x I1 x 6.17 - 258 C.F. oR EOUTAL. AMTRCIAfYrL6AT FLFvJs.aB 4 TEST GROUNDWATER
Sri rows BEEP
FLOOD ZONE C. MAP 2500/5 0003 C. DATED 6/17/86 258 C.F. x 62.4 */C.F. - 16/00*. H-20 TANK - 21230* OK 2, THE P6YPS SHALL ALTERNATE AND START AND STOP AT THE ALARM ON 29.J HOLE 7 42
ELEVATIONS SHOWN. �*WN "CVE
K ---- �� TP *1 TP *2
GENERAL NO TES ,.5. AAW 1
J. THE CHCS SMALL BE INSTALLED !M STRICT CONFORMANCE WITH Put orrp1 4 I O. HORIZON TEXTURE COLOR 32.3 0' HORIZON TEXTURE COLOR 35.7
OCYPSTER AREA
THE MANWACTURER'S SPECIFICATIONS AND TITLE V REGURATIONS. rll6 ftwS LOAMY IOYR A LOAMY IOYR
PLMP DISCHARGE SMALL BE 2 /NC"ES. PUSH !MOULD BE ABLE TO �' O/A SAND 2/1
1. PROPERTY LINE INFORMATION WAS COMPILED FROM r/STOCKADE OF DISCONNECTED AND LIFTED OUT OF THE FHP OiWER WITHOUT 1 SAND 3/2
AVAILABLE PLANS AND DEEDS OF RECORD AND DOES FENCE AROUND HAVING TO ENTER THE PTAH CHAMSER. am G/OH
NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. \ 1 uv B 6' """"""" OAMY 31.8 10'
Ft-J4.Jv I LOAMY IOYR LOAMY IOYR
�J4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE PUMP DETA / L :Nor r0 sutF ,
1 1-600 GAL LEACH POWERED BY A CIRCUIT SEPARATE FROM THE PGH POWER. USING 1500 OIL. PwP CHAMBER I I SAND 5/6 SAND 5/8
2. VERTICAL DATUM 1S NGVO. FOR BENCH MARKS SET. PROPOSED J• CALIPER PITS r14' STONE H-20. WATERTIGHT AND WATERPROOF 24 . • • .•• • .•....". "• 30.3 26'
BUFFER TREE (17p) 1 1 .... ,.. 2.......
SEE SITE PLAN. SPACED 20 0. e. -+ s. AN ELEcnerut /FRYfT MUST B£ OBTAINED FOR THIS INSTALLATION. ! / FINE SAND 1. SY C I $AND MED -COARSE 2.SY
Cl
SANDY LOAM 6/4 SAND AND 6/4
78.4g'00- I E i 42' .......•. 28.8 GRAVEL
+•�-'�y` 5.25• 38 C2 MED -FINE 1.5Y
J. NO DETERMINATION HAS BEEN MADE AS TO " ?7 f I II•
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING \ AErGTCH BASIN O I p 6T° 9.63 SAND WITH 7/4
REGULATIONS. IT SHALL REMAIN THE CLIENTS RIM -JJ•5 BUFFER AREA I 11 AMr/VENT
BAND OF
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL i `\ J4 6 WXCMED OR LAIN AREA AREA WITH PLANTINGS , _ --_-3� - ~' COARSE SAND
PERMITS. VARIANCES ETC. FOR THIS PROJECT. ---- _ - �1M L/NK FE -'- --
- -� SUPPLiMERT EXISTING TREES +JJ.P ` C 102' 23.8 150' 23.2
I TO MEET BYLAW OF AN EXISTING t 2.95 - -
4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY ,a -------34- iz 4 GLfP£x TREE OAAPROPOSFL \�11 "Tl i '
TO HAVE THE PROPOSED BUILDING FOUNDATION r 't' \\ `\ �z J• CALIPER TREE EVERY 20 FEET >IT1 I I
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE I \ r \`; / WITHIN THE BUFFER. 22.3 154' 2p, g
1 ;__..-._._._� \ D UFr t F AREA 3-600 GAL LEACH 1 1 Ito -
AND SOIL CONDI TIONS AT THE LOCATION OF THE 11 �\ +JJs PIPS VIA' STONE 0 �4 ; DATE: DECEMBER 15. 1998 DATE: FEBRUARY 2, 2000
PROPOSrD BUILDING.
` ` y41ZL T4 4 _ M TEST BY: THOMAS McLELLAN TEST BY: STEPHEN HAAS
PROPOSED 2040 S.F. OFFICE BUILD/NO �` t T R L WITNESSED BY: CHARLOTTE STIEFEL WITNESSED BY: AMY VONHONE
5. ALL STORMWATER RUNOFF FROM, IMPERVIOUS AREAS ♦�-Y `., \ _�,� ��
15 PAYED PARKING SPACES, FIM/SM FLOOR ELEVATION - J5,5' JI ,•
,
TO BE CONTAINED ON SITE. - ' �
6. ALL CONSTRUCTION METHODS AND MATERIALS AND 1'J:.r \\ I \♦ fI`
MAINTENANCE OF THE SEPTIC SYSTEM SHALL I \ +J4 13 `
CONFORM TO MASS. D.E.P. TITLE S AND LOCAL 5 J4.e \,'
141
BOARD OF HEALTH REGULATIONS. 3 + � Iw•: -.� rxo/ D 6• TIDE PAYED WALK RAMP / 1
JJ.B
I I
I I
JJ.O
PERC RATE: ( 2 MIN/INCH PERC RATE: ( 2 MIN/INCH
! l
O
/ Z.eJ
Y \ CURB l JJ. ' v 7
7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER A - 4 LUMrT \ 1 '
NEW -TCN BASUN _ `'♦ " r
,'�fT 1♦ ` LOADING
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER _ _
zONE - \
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- -�\ DRIVE -
r _ _
�. /' rArEri Q, g
STANDING H-20 WHEEL LOADS. 2 N ��F PROP05ED / _.. -
Z Y,'..- . _.••.. _-- _ J'CAL I PER
- ._,S .. r
_ W ♦♦ NEI GTON BASIN
8. ALL SEWER PIPE SHALL 8f SCHEDULE 40 OR :REE /Typ) i RIM - J2.5 O
is. / I r '1.?S•
APPROVED EQUAL. ;° I-TIas. -i t JS ' a' WIDE / YFD WALK 1 Tr. I _ Y PROPOSED / ! t S/uv
t--Q-Y r� 4 rROr'D r J .s I rt J'CA IPER r/L�T1 �-
9.. SEPTIC TANK AND D -BOX SHALL BE REINFORCED D ( '/A t- ruv�1- FAs J h LIGHT az2 rR£E rlrpl
17 $01L" FWVAL ChlIIISFR UNIT 2000 GAL __ 1 a • • I !0'r 20' JS.0 l • 1
PRECAST CONCRETE AND WATERTIGHT. R! SEE TF IJ.� IC INK JS• I l (TPN ( _ RTC" BASIN
t M ........... ...... \1 I ` Y•JI J6
i
10. D -BOX JS TO BE WATER TESTED TO CHECK FOR LEVEL. x I I �/ 2't _ _
UP 10
t ./N i I !O•x 20' 41 I V\ RAW t 6' WIDE PAVED TALK
Il. BEFORE CONSTRUCTION CALL 'DIG -SAFE•. , / , m 1
1 -888 -D/6 -SAFE AND THE LOCAL WATER DEPT. rivENr _ /rrN t \ ;D0 .� PROP - zOx
FOR LOCATION Of UNDERGROUND UTILITIES. /�" i i '`I O ' �J3; \ t \ C
`� �. \\ \5 12 PAVED ARKI NG SPACES _
12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE I Ja.J n , I ' ., N 2-600 GAL LEACH It
N �! II t32.0 -- irl
I L :: t )- L- P I rS W/4' STONE a '• _
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION T ' �' I \\ c 1t
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE I lJ /APED IARKINO SPA -
• - I. P T �.: PROP S£D 6973 S.F. OFFICE IUI%D/Np .. • \\ �. � '� /! \\
CONSTRUCTION INSPECTIONS. ` �' rP•.^ /' F_1M/s� FLOOR ELEVArfON 35.3l \ IO•x 20'j AN \
\` 5TH>. T T .;..r.. ' 't1 i \ ► (Typ) \
13. ALL UNSUITABLE MATERIAL (A A B HORIZONS) O
ENCOUNTERED BELOW THE INVERT OF -THE LEACHING �- t t \ PROPOSED WATERS vlcE FACILITY TO 8E REMOVED FOR A DISTANCE OF 5' �"SIN�� --
[ / \ IRO/'D \I \\ .\\ i32 \ \♦':37.9 N :.v7
NEIN' GTpI
AROUND AND REPLACED WITH SAND IN ACCORDANCE VENC t T :� JN RI J .z LIGHT 142
\�N(CG/ED OR LAIN AREA AREA If itl /LANTlADS 6 UFFL R AREA w `� ' `' �` q F :�
I x
WITH PICC£ s. o '' a'`♦ s f
8933.34'f ♦\ ' '
\♦ 401.46' ♦\ t !
PROPOSED 3' CA;.IPfR \♦ \ I ! PROPOSED J' CALIPER
y BUFFER TREE (ryp) \\ 1 !! BUFFER TREE evjn)�-
]S.O SPACED 20' O.C. \ - \ V / SPACED 20. O.0
HEAVY DUTY METAL
FRAME A ORATE S/ TE PL A /V O F L A 1\1D
8' MIN. N20 CAST
IRON FRAME AND COVER
FRAME SET IN FULL BED Of MORTAR 4• MIN. PEASTOIIE TO FINISH GRADE I' FINISH COURSE
BRICK AND MORTAR LEVELING COURSE 4 MIL POLY I • BINDER COURSE ASPHALT SfRY LOT / 4 .4 NSEL H,4 L L E T T ROA O
�6 .� S
?' TAPERED 1* FINISH COURSE WE' S T YA R MO U T H , "A .
SECTION 6• BRAYEL IASf
.o B/!b£R COURSE
46 T I/4'/FTS LEVEL TO
ACHING ..,
FROM BASIN /2' MIN CMP LEACHING PITS SIDEWALK P R EP.4 R ED 1=0R:
TEE U✓/ L L DUN S TREET RE TR .
RISER SECT ION / YFNT PARKING LEGEND
11• DUM INF fIDW 3/4'-11/2' WASHED LEACHING '
MEIGNTS VARY N 10' MINIMUM DISTANCE -
STONE ALL AROUND BASIN v SIDEWALK AND BERM
BETWEEN LEACH PITS CONCRETE BOUND FOUND S C.4 L E: / - 2 O M,4 R CH 2 3. P O O O
N
fH-17J DETAIL ® WATER GATE
NO SCALE} -N- HATER LINE REVISED: APRIL 28. 2000
O
Og° O HYDRANT ,
= REINFORCED PRECAST 00 0 1,.. GAS GATE REVISED: AUGUST 16. 2000
CDRC'RE7E TYPE I -r BrruMraous CONCRETE -G- GAS LINE , x
6'DIAM. .EAGLE �UR�/EY I NO I NC
l"'S01 - 1' MIN. - J ?' BINDER COURSE. 1' TOP COURSE 923 Route 6A
BASE SECTION SfE ALAN FOR .ICTUA ® CATCH BASIN
zji( +--o UT/1 /TY POLE W/ GUY WIRE _
6' DENSE GRADED ---- OHW - OVER HEAD WIRES '1
LEACH/NG BA: WIDTH . ', !•'. Yarmouthport , MA. 02675
-T- UNDERGROUND TELEPHONE LINE �� �I 111
SIN CRUSHED STONE BASE ( 508) -362-8132
SET ON SOLID SASE DETA I L _ _+40.4 EXISTING SPOT ELEVATION /1 �`/
PAVEMENT DETAIL '�/oo-_�' EXISTING CONTOUR (508) 432-5333
NO SCALP'PAVEMENT 4 PROPOSED SPOT ELEVATION
CATCH BASIN NO SCALE G`� RUNOFF DIRECTION D l0 .D 40 J09 N0: 99-105 FIELD: CFW/EEK CALC: CFW/SAH CHECK: CFW DRN: SAH
NO SCALE
I � `
I*
Y