21 Barnes Road - Site Plan 2FINISH GRADE OVER TANK EL.= 14.5±
TOP OF FOUNDATION: EL. = 15.0 (NGVD)
(THIN 6" OF
i ER TO W
ERS!
PROVIDE
T
FINAL GRADE A7 INLET AND OUTLET.
LOAM
--
-iO' _ CLEAN BACK - -- _ _ _ _
---
CRAWL SPACE •''` - I I----- ---------- - - --- -
---
1
752•~1'; >� 1=12 6 _, 14
48"
I I I -I I I--=-=-_ MINIMUM
- - - 3" DROP I PROVIDE 4" OUTLET TEE
•'`•' I-_) I I -I _ _ 1 WITH GAS BAFFLE -
I I I I I -I 6 _
NDISTURBED EARTH OR COMPACTE-BACKk%FIIWCRUSHESTONED. I-
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1500 GALLON SEPTIC TANK PROFILE - H-10
NOT -TO -SCALE
PROPOSED 1500 GALLON CONCRETE SEPTIC TANK
LENGTH: 11'-0" WIDTH: 6'-2" DEPTH: 6'-0"
MODEL # 1500 H-10 BY ACME PRECAST
SPACE ENTRY
(f
51'-7"
_� 30;
/ 24
sz,
x7.36
x6 56
i
60'
X
\\or
/I rC
- OX=13.0±
INA GRADE. OVER D B
FINAL
PROVIDE RISER TO WITHIN
- 6" OF FINAL GRADE -
�1Tr= I �I I =I I IIs LOAMI-III I �I I �I I �I
_ ------
-.CLEAN---
---- B
--BACK FiL6 - ----i ( )
I 1I-
-{
6" CRUSHED STONE
[UNDISTURBED EARTH OR COMPACTED BACK A
CROSS SECTION VIEW
H-10 DISTRIBUTION BOX DETAIL
NOT -TO -SCALE
PROVIDE 5 OUTLET DISTRIBUTION BOX
INSTALLED ON LEVEL STABLE BASE.
INSTALL FIRST TWO FEET
OF OUTLET PIPES LEVEL.
MODEL NO. DB -5 (H-10) BY ACME PRECAST
9 \
O
F
v
o Ow \
J
v
6 Q 4 4
J q
c
w f
a Z? D R I V E W
J oQ pV
Q� GPP
j 22, x14.5
14'
OT MAP, 23 -`,LOT 321 -
AREA. 27.827 S.f
x5 -?8
X
57't
36'1
fib
Y
V
I GENERAL NOTES
1. UNLESS OTHE�WISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE
ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE YARMOUTH
I
` EL. 13.0. y 14,� .L ,li J� W
-n i i r -i � i --n r1 I r I I n l -n l l u II --I I CI I I_I I CI I rl l CI I CI I I III I I BOARD OF HEALTH.
---- --- --- -- - ------ -
-_-`- --.MIN ---'---" ---- _'----'- ---
----_------_.------- --BACK FIL ___-_--_
_ _
T3�16"
MAX _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ t - - - - 2 APPROVED BY THE YARMOUTH BOARD
ANY CHANGES TO THIS PLAN MUST BE
- ---- - ---------------------------------------------------
EL.--------
--"----- -- ---- --' -- - 11.6 = I OF HEALTH AND THE DESIGN ENGINEER.
3" PEA STONE I , ru'� C-iS+:+:, �.``
,s- <,;,,za.. .-.',. _.. ...r•, -. .-.-+. ks.:.'-r�-...t {. ,,-y} EL. 11.0 I ,.o' _;�?{"x..� "" t ;`'''�''-'. I 3. USE 4 !N. SC 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE
III= �n
1-1/2 DOUBLE WASHED STONE.r?>„ :. ,,'.. T" -w.��, d
v : .. ,, .. _ _L_ EL. 10.5 - m n "., <v s, n , . , n .. , . u.� - NOTED ON PLAN.
4. THIS ON-SITEWASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH
--I, 3' �-- 5' -I� 5' -� 5 --I 3' {- A GARBAGE DSPOSAL
' 22 5' MIN. IIS 27 I 5. ELEVATIONS BASED ON FIELD SURVEY BY YANKEE SURVEY, MARSTON MILLS, MA.
TYPICAL DISTRIBUTION LINE PROFILE TYPICAL FIELD SECTION
4" BCH. 40 PVC
DISTRIBUTION LATERAL 6. CALL "DIG SAFE" AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION
UNDISTURBED EARTH OR I AT 1-888-D1b-SAFE AND ANY OTHER APPLICABLE AGENCIES NECESSARY TO
COMPACTED BACK FILL + ADJUSTED HIGH GROUNDWATER - EL 5-5 FIELD VERIFY !LOCATION OF EXISTING UTILITIES.
2•t ' 7. PROVIDE WAT)RTIGHT SEALS BY USE OF NON -SHRINK GROUT AT ALL POINTS
OBSERVED GROUNDWATER - EL. 3.2 UNDISTURBED EARTH OR WHERE PIPES I ENTER OR LEAVE ANY CONCRETE STRUCTURES.
COMPACTED BACK FILL 8• REFER TO SITE PLAN KEY NOTES FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC
SYSTEM COMPONENTS.
LEACHING FIELD DETAILS 9. ALL STONE 10 BE DOUBLE WASHED AND FREE OF DIRT, DUST AND FINES.
Not -TO -SCALE 10. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES FOUND IN
SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER.
11. CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING EITHER ON-SITE OR
ADJACENT TO THE SITE OR FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC
TANK MAY EFFECT THE PROPER FUNCTIONING OF THE LEACHING SYSTEM.
IT TA
ADDITIONAL TEST PIT DATA ; ti "` \ r��1, w' TES e PoR DA
VON rioNe 12. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK EVERY 2 YEARS.
`\ ...
SOIL EVALUATOR. iPAUL CAREY
------INSPECTORt�AMY VON,HONE j •'' v '--`` -,: '"-(
RucE MuRPHEv ____ ! - cERriFlcarroNDarE ,JUL PT _ 13• THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO
SOIL EVALUATOR.,�PAUL CAREY ti r Q - dl ,,, +r,,+ - - .sort EVat=Udrlonl oaTe:114-Mar-0o CONSTRUCT THE PROPOSED BUILDING FOUNDATION AND THE ASSOCIATED SEWAGE
AUL CAREY I �. _.___ _. ._. _
'97 - CERTIFICATION DATE:_ JUL g7 ' �*_ • ++ ._?
uL s7 _ I - , - -- --- TEM REPRESENTED ON IT AND SHOULD NOT BE USED FOR ANY OTHEI
3Jun-02 SOIL EVAL TEST PID NO :.I103Mar-00'- -a vu �I�^, • ^'Lt,'`., + ��`� '"-. h! --- GRADE TEST PO .- 67- PURPOSESSYS
114.��+ r .-.w... 1 _.. _
--- GRADE @ TEST PIT... 7.4 ;: - - 1 GW 4 7
a•
S_ ESHGW' S 5 ! i PERC RATE NIA
- \ C �C1f [ DEPTH OF PERC NIA ZONING & RESOURCE PROTECTION NOTES
PERC RATE' NIA -
IA i DEPTH OF PERC'_ NIA .^ :, `-,,yL, ., TEXTURAL CLASS' NIA
- - I -- TEXTURAL CLASS: _
1. ASSESSORS MAP 23 LOT: 327
t STANDING GROUNDWATER AT 4 2......-.'* \�. E 1 _ •
ST,4%JDING GROUNDWATER A T 4 3
ar 4 z I 1, 11 H r 0 0 - - --- ' 8 7 OWNER OF RECORD: MOUNTAIN VILLAGE LIMITED PARTNERS
_ _ ____.---- "` .(�, 71i () " ADDRESS: 101 CROWELL ROAD
74 pp: 75 I I 1 �A
O _._ WEST YARMOUTH MA 02673
'- �._ =+ - i"' `l✓`" _ afj'' LOAMY SAND
- __. _-_
` J r 10 YR 3/2
,C -
FIBRIL /! , 1't ( 1 8w NTIAL - R-25
7.1 i • 11 1 7 .__ - 5 0 2. ZONE: RESIDE
0.2 ' 7.3 { « • =1 "« a ° '" MINIMUM YARDSETBACKS
- "dI i f I 4 `•+.« ', -7 LOAMY SAND
r
'AND AA .- - - - ...• ..I./"" 10 YR 578 30'
42 63 ': LOAMY SAND" �/ ' P 1�5 /} 28 Cl!_ ..... 39
- FRONT
SIDE: 15
10YR421 Ike `� �•1►
_ FINE -MEDIUM REAR: 20
1.2 4 IT
SAND
B w - _ .._,.
6 3 1 .+a 4.8 2.5 Y 6/4 19
5� D --- - - 3. THE LOCUS IS NOT LOCATED IN A ZONE lI AQUIFER PROTECTION ZONE.
LOAMY SANDk:. r °� C2
5 2 LOGU 4
10 YR 5/8 MEDIUM H C D 1 FLOOD ZONE A-12 L'" 9O7 f00 YEAR FLZ70D" NE
-..-. f rive -in f _
2 3 ; 5 2 SAND AS SHOWN ON F.I.R.M. R. M. MAP 2500 i5 0005 D. I
- T eater �_.
r CII_-------_° `t ft ,' �'''� ,.. " --- - --,----------- 5. THERE ARE t0 SURFACE WATER SUPPLY OR GRAVEL PACKED WELLS WITHIN 400'v
5 YR 5/6
t C ;. - �•;, -- - 6 0 C3 0.7 AND NO TUBULAR PUBLIC WELLS WITHIN 250' OF THE PROPOSED SANITARY
PERC TEST' SEWAGE DISPOSAL SYSTEM.
1M- % " `� - I ._ �S SILT LOAM
SAND I ;` _: iF tx.- 2.5 Y 5/6
g� 0 3 6. THERE ARE NO PRIVATE POTABLE WELLS WITHIN 100' OF THE PROPOSED SEWAGE
[4-- --,0.3
DISPOSAL SYSTEM AND NO SEWAGE DISPOSAL SYSTEMS WITHIN 100' OF THE
- FINE -MEDIUM
LOCUS PLAN PROPOSED POTABLE WELL.
SAND
0 6 '
CB:SCALE: 1" = 1000' 25 Y 6/4
MEDIUM- 8A,' 13
VG COARSE SAND INSPECTION NOTE
INSPECTOR: 10 YR 6/6 DESIGN DATA 2: 7NSPEcroR AMY VON HONE FINAL CON
\ - SOIL EVALUATOR PAUL CAREY STRUCTION INSPECTION OF ALL SYSTEM COMPONENTS INCLUDING
CERTIFICATION DATE JUL 91 INVERT ELEVATIONS ARE TO BE CONDUCTED BY THE DESIGN ENGINEER AND THE
SOIL EVALUATION DATE 14 -Mar -00 BOARD OF HEALTH OR THEIR REPRESENTATIVE PRIOR TO BACK FILLING SYSTEM.
` 0 4 8.5 $ 1 -1.0 FLOW - --_ -_- - - - - -. TEST PIT NO. 102 --
\`0
CAVING -_ _ -•-
GRADE TEST 7a VARIANCES
c \ OJ'�. \
USE:: SINGLE FAMILY* .-_. - _.__. - _ESHG_W 5.5
tK
\
71REMOVE ALL UNSUITABLE MATERIAL FROM EXISTING GRADE (AVG. EL.
8.01) TO THE BOTTOM OF THE Bw HORIZON (AVG. EL. 5.21) AND
BACK FILL W1TH CLEAN GRANULAR COMPACTED FILL TO EL. 11.8 IN
ACCORDANCE WITH 310 CMR 15.255.
2 M IN / I N.
3'+1.0'_.___
__
85
SCHEDULE OF ELEVATIONS
PERC TEST
MEDIUM-
COAR$ESAND
10 YR 6/6
EXISTING
PROPOSED AS -BUILT
Ot
TOP OF FOUNDATION
14.3
FIBRIC
11.0
0.3
12.8
7.1
12.6
p -
--
D -BOX- INLET
LOAMY SAND
D}BOX- OUTLET
1.1
10 YR 4/2
6.3
INVERT AT BEGINNING
BW'
INVERT AT END
11.0
LOAMYSAND
11.8
BOTTOM OF SYSTEM
10 YR 5/8
GROUNDWATER ELEVATION 5.5
22
FRIMPTER TP -102
5.2
C1i
85
SCHEDULE OF ELEVATIONS
PERC TEST
MEDIUM-
COAR$ESAND
10 YR 6/6
EXISTING
PROPOSED AS -BUILT
TOP OF FOUNDATION
14.3
CRAWL SPACE FLOOR
11.0
INVERT AT FOUNDATION
12.8
SEPTIC TANK - INLET
12.6
SEPTIC TANK - OUTLET
12.3
D -BOX- INLET
11.4
D}BOX- OUTLET
11.2
RELD
INVERT AT BEGINNING
11.1
INVERT AT END
11.0
BREAK OUT
11.8
BOTTOM OF SYSTEM
10.5
GROUNDWATER ELEVATION 5.5
FRIMPTER TP -102
1
24 JUNE 02 JH PC ADD GARAGE AND SOIL TEST PIT DATA
REV. DATE BY I APP -D. IDESCRIPTION
APPROVED BY: PROPOSED 3 BEDROOM HOUSE
Q
AND ASSOCIATED SEWAGE DISPOSAL SYSTEM
LOCATED AT:
1JL�•• 21 BARNES LANE
WEST YARMOUTH, MA
�a ArC"R< PREPARED FOR:
K,4sE PGAU 0,ULIY MOUNTAIN VILLAGE LIMITED PARTNERSHIP
APPROVED BY: SCALE 1 " - 20' DATE 5 APRIL 2000
PAUL '
EDWARD
CAREY
CIVIL
0 10 20 40 80 FEET
PREPARED BY:
`m Horsley & Witten, Inc.:
Environmental Services
�r Sextant Hill Office Park
90 Route 6A &
Sandwich, MA 02563 �-
phone: 508.833.6600 )'
fax: 508.833.3150
j Drawn By: PC Designed By: PC Checked By. ELP I JOB No. 2065-