HomeMy WebLinkAboutEngineered Plan - Rev. 2018I i �
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lYarmouth,
GENERAL NOTES: 501L TEST LOGS: MA
_ + SYSTEM DESIGN CALCULATIONS.
TEST HOLE 1: EL 64. I _ Barnstable Harbor
AJ NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM O
UNLESS H-20 COMPONENTS ARE USED.
B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN-
LE55 CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING.
C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK,
CONSTRUCTION NOTES
DEPTH FROM
SURFACE
(INCHES)
0-9
SOIL
HORIZON
A
SOIL
TEXTURE j
(USDA) r
Loamy Sand '
SOIL
COLOR
(MUN5ELL)
I OYR3 2
501L
MOTTLING
NONE
OTHER
PERC 72"'
9-48
B
Fine Sandy Loam
I OYR5 4
NONE
TIMED PERC: 9-6" 5 MIN
48-120
Cl
Fine Sand
I OYR
NONE
RATE: <2Mi IN
DAILY FLOW = 440 GPD @ 2007o = 880 GAL. REQUIRED
I
SEPTIC TANK CAPACITY PROVIDEDi f
Route 6A
1500 GALLON SEPTIC TANK (MIN ALLOWED) 1
i
SEWAGE DESIGN FLOW77
4 BEDROOM DWELLING @ 110 GPD = 440 GPD
501L
HORIZON
A
SOIL
TEXTURE I
(USDA)
Loam Sand
6�
SOIL OTHER
MOTTLING
NONE
12-42
LEACHING CAPACITY REQUIRE [)I Ul
Fine Sand Loam 1
I OYR5 4
4 BEDROOMS (MAX.) @ I 10 GPD = 440 GPD REQUIRED
42-180
C I
Fine Sand
I OYP,4
NONE
SEPTIC TANK CAPACITY REQUIRED
DAILY FLOW = 440 GPD @ 2007o = 880 GAL. REQUIRED
SEPTIC TANK CAPACITY PROVIDEDi f
Route 6A
1500 GALLON SEPTIC TANK (MIN ALLOWED) 1
• TEST HOLE 2: EL=66.2± i LEACHING CAPACITY PROVIDEDc
1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,
TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH.
2.) SEPTIC TANK(5), GREASE TRAP(5), DOSING CHAMBER(5) AND DISTRIBUTION
BOXES) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY
COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE.
3.) SEPTIC TANK(S) SHALL MEET ASTM STANDARD C 1 127-93 AND SHALL HAVE
AT LEAST THREE 20" DI METE MANHOLES THE MI IMUM DEPTH FROM THE BOT
DEPTH FROM
SURFACE
(INCHES)
0-12
501L
HORIZON
A
SOIL
TEXTURE I
(USDA)
Loam Sand
501L
COLOR
(MUN5ELL)
I 0YR3 2
SOIL OTHER
MOTTLING
NONE
12-42
B
Fine Sand Loam 1
I OYR5 4
NONE
42-180
C I
Fine Sand
I OYP,4
NONE
I X 2. 2. EA HAMBER CAN LEACH: >,
ONE O 33 5 I 83 X 2.0'LEACHING CHING C
Vt=[(33.5 X 12.83) + (33.5 X 2.0)2 + (12.83 X 2.0)21 X 0.74 GPD/5F=455.10 GPD I Dennis z
455 GPD>440 GPD REQUIRED Pond
NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN. j
N5TALLi ! LOCUS
ONE (1) - 1500 GALLON SEPTIC TANK 1 Route 6
ExiStm Well ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated)
9 THREE (3) - 500 GALLON LEACH CHAMBERS WITH 4' OF STONE ALL AROUND
A R N 62 Old 1lyanni5 Road NOT TO SCALE
TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". DATE OF TESTING: JUNE 8, 2017 PER FIELD LOCATION
4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" PERCOLATION RATE: LF55 THAN 2 MIWINCH` IN "C" LAYERS.
ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE WITNESSED BY: DOWN CAPE ENGINEERING PLAN BOOK G59 PAGE 9G
PHILIP RENAUD, AGENT, YARMOUTH HEALTH DEPARTMENT �, DEED BOOK 30G 14 PAGE 28G
CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. �
NO WATER ENCOUNTERED 0 ASSESSORS' MAP 94 PARCEL 13.12
5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST USE A LOADING RATE OF 0.74 GPD/5F FOR 51ZING OF SOIL ABSORPTION SYSTEM.
CONCRETE WATERTIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 6" OF
FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT.
LEGEND
6.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL\y��n i Grade
BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 1016. m 32 EXISTING CONTOUR
7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE 1 50 32
4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT, LINE SHALL BE CAPPED - PROPOSED CONTOUR
AT END ORAS NOTED. ` x 77.0
xiz.s4 EXISTING SPOT GRADE
8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT I FAST 24x5 PROPOSED SPOT GRADE
2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST D15TRIBUTION W- WATER SERVICE LINE
Box To ASSURE EVEN DISTRIBUTION. PROPOSED SAS -0- OVERHEAD UTILITY SERVICE
9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED BELOW \, x 83,5 / G2 Old Hy nrns Road -U- UNDERGROUND UTILITY SERVICE
THE OUTLET INVERT. PER BOH RECORDS -G- GAS SERVICE LINE
10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T OF 3/4" TO \ / \ 1P
1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE ® TEST HOLE / BORING LOCATION
INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE PROPOSED \ \ ST SEPTIC TANK
SOIL A1350RPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" WINDOW SAVE TREES \ \ DB DISTRIBUTION BOX
LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. x 84,0 WELL ! WITHIN THESE AREAS SAS SOIL ABSORPTION SYSTEM.
1 1.) VENT 50IL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; \ xE6 p Reserve RESERVED FOR FUTURE
WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, r O O
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. UTILITY POLE
12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF i i "� Q ' / "°,1 / 6F ® CATCH BASIN
CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). \ / / x 82. \ - ` { ` J' l I ax 61.8 FIRE HYDRANT
13.) FINISH GRADE SHALL BE A MAXIMUM OF 36 OVER THE TOP OF ALL SYSTEM \� x 84.1 , \ r ® WELL
COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, D051NG CHAMBER / 8I ,29 ` / I ' / +I \ 62 ® DRAINAGE MANHOLE.
AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER X I p
\ > r +► + CONCRETE BOUND, FOUND
OF 9". / a 7' i 4 `--- ' x 76,3 / / N x 62.2 x 63,8 1� -
6 I TOP OF BANK
TI S
14. FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL li
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE 501L A55ORP- Q 220 06' `j 64 -x-x- LIMIT OF WORK
X 64,1
TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH ' x 72,4FENCE
X 64.2 i �D
AREA FOR x 851 ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. / \ ` 3.6 UP# 101 I/6 t0O ". ,...�.�
15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION X 8311 I / x0 //j,, x 63.8 -� / 66•s EDGE OF CLEARING
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- ` \ /
QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING i i � c
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE / x si•2 ` I ' x 66,5 Q // ' LL7 / �; l/ �L7
PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. V `fix 64 ! JJ +
+ 3x5 ` I i j ; � •� rn 1 UJII �LUI�'�' J"Z`�,-G!i/
17.) 501L REMOVAU ALL TOPSOIL AND SUBSOIL (A * B LAYERS) SHALL BE REMOVED Convey nce Parcel 93.1 _ \ 8 \ x `0.8' } I1 i a D6� j Q � " fG!' '� 21 /i%���a ��' I i 6 ,7
FOR A DISTANCE OF 5' FROM THE 501L ABSORPTION SYSTEM DOWN TO THE CLEAN Vant Land 823 / I I 1 / . D LOT x 65s ° Q
SAND LAYER. AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO I ` I ! - / , / 0
MINIMIZE SETTLING. CLEAN SAND EL=60.1 ± j _ \ j / + % j ►?i� Area 48,080 SF± ��, X 641s
/ o ' \ x 71.9 i; Upland = 48,080 SF± o f
18.) OWNER/ CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR 4 , .. YP2 x 6s,7 Wetland = 000 SF_
TO EXCAVATION. ' 86 OO II NAT�V STONE + rrnn o
/ i'
� I � X� � I ` WALL �// � � � C0
PROPOSED 8112_ TOW,=78.
/ \ � ji/�`////%%/i �' 0 65.8
J Q 4 BEDROOM 6 BOW=74.�+ `,1
67.3'±
/ X 76.s I 3x9 16.9 DWELLING \ I t ` ,` .o
X CJS \ �^ 66 J II ^CO 6 .8 � VO
± O ' \ /
I I - TOF EL=85:0+ w io_ _ °
SAS PLAN VIEW / rJG t x.68,1 -- �-
1 PROP.
j I 1 UG .__ UG I UG uG PRO G ED UG-ELECTg \ UG - UG -J X 65.4 `L
�~ 2.83 SCALE: I " = 1 O' I x A.2 POOL G G ' UG -! UG -- _ __ UG t UG ___ UG UG_ o v
- (NATIVE STONE 12'x18' 831 G1_G uG u . i. 1.' cV Q
WALL X -- G X 794' a . d� r 6 II
83 I ( TOW=86.0± 3x9 W Gl. I X s �. - Sk0 . _ 0
' N BOW=84.01 a cV , G' G c --f G X 66.4 o
x ls2.i • -
{ .� \ Ogt� -• .: i .` PROPOS EDI,A5FHALT . , ` \ \ ` x 66,6
\ \\\ I a Q o \ I G G
G� DRIVEWAY X
I - - �' \ '9 , 65.9 R� c
i
Stone x 76185A.0 �ij d x 68,4 \ m CO CI 65.7
X 83f
81,5 x 77, 1 Fq
\\ 0 0 \ 83x5 /��o , s3. ATIVE STONE l
L0 ci m >�
\ \ I \ h x 8 .0 WALL I ` / j �r/h9 X 67,0 x 6b: ami °
OI \ X 85,5 TOW=,83.0±
D -Box I BOW=50.01- , I x 68,5 `� ' fxi5tingX 67,0
w I
\ I Well �\p X 83,0
E
l I ` /I i 40.913
N u? 150.0' FROM Existing WELL 53X5 I R Z x
\ v m 66.9
\ \ m 78 J7,9 X 70. I x 68,2 x 67.168 65.8 °
` x 79,4 \ x 7Q' O o
\ \ 1. Cp O O
I I ' CP 75,3 '85,3.... \ D � ( o
1 x X 83.2 PLA N
:I
X
83,8
I
ZONING CLASSIFICATION
ZONE R-40 (RE51DENTIAL)
MINIMUM AREA 40,000 S.F.
MINIMUM FRONTAGE 150 FEET
FRONT YARD SETBACK 30 FEET
51DE YARD SETBACK 20 FEET
REAR YARD SETBACK 20 FEET
MAXIMUM BUILDING HEIGHT 35 FEET
MAXIMUM BUILDING COVERAGE 25%
PROPOSED BUILDING COVERAGE
PROPOSED DWELLING 2,107 SF±
PROPOSED REAR PORCH 220 5F±
PROPOSED FRONT STEP 36 SF±
PROPOSED POOL 216 5F±
TOTAL 2,579 SF±
Budding Area 2,579 5F
Lot Area X 1.00= 48,080 SF X 100= 5.3%
RESIDENTIAL BUILDING HEIGHT
ZONE R-40 (RESIDENTIAL)
MAXIMUM HEIGHT 35 FEET
MINIMUM STORIES THREE(3)
AVERAGE GRADE * PROP05ED HEIGHT
AVERAGE NATURAL GRADE:
FRONT: 82.2+83.I+,52.4/3=82.G
MAX ALLOWABLE HEIGHT: EL= 35'+82.6= 117.6
PROPOSED HEIGHT:
BUILDING HEIGHT 25.5 FEET/TOF TO PEAK
PROPOSED PEAK: EL=25.5 + 85.0 = 110.5
PROPOSED PEAK EL=1 10.5 < EL= 117.6 (MAX)
BUILDING HEIGHT OKAY
' 107.04 I x 84.3 x 79.4 SCALE 1"=20'
a
\ � SAVE TREES
orl. ILUtile Pole # 1 O 1 15
\
Remo \\ I cp ,
Utility I
, S
SE
EI � NO o
\\ r6 I WITHIN THESE AREAS \ DISTRIBUTION BOX AND o �
\\\\\ �\ 1 Vx 8 � � x 791 ❑ 1 .�. r r-^. r�
->�
O a` zd)i
CENTER SAS CHAMBER �.�,I� •� �
'�c.•.ssi„3i
SHALL BE BUILT UP " ( BENCHMARK: /
TO WITHIN G" FINISH \ ' p
To of Concrete Bound
GRADE Parcel 12.4 EL=85.8± (1988 datum) /
\ Vacant Land Parcel 12.5 I)ate / �
Vacant Land
FLOW PROFILE: FOURW COVERS TOTAL PVC TE� REQUIRED /
TWO(2): SEPTIC TANK
NOT TO SCALE ONE(I) DBox `�CEIVE®
24" DIAMETER CONCRETE COVERS ONE(I) SAS
RA15ED TO WITHIN G" OF FIN15H
'OV :! ��1� REVISED PLAN, 1 1/28/18: NEW HOUSE LOCATION, 5A5 LOCATION
TOP OFF EL=85,1oN AND ADJUSTED WELL/5A5 SETBACK TO 150 FEET.
GRADE (OR AS NOTED) /
EL=85.0± (SEE NOTE #5)
Pro o5ed EL= 83.9+ Pro o d EL=65.0±'Pro osed EL= 66.0± / HEALTH DEPT.
REVISED PLAN, 10/29/f 8: NEW HOUSE FOOTPRfNT AND HOUSE
+I t,':\�� \\��\� ��\\,, /
i 28" Pro o5ed LOCATION.
k
tti 81.4± (9" Min - 36" Max) 1 �3Y\ Or �, �`\=iH Or A_r4�5s'
63.7± �,s
��•w���.. ���-��•�•����.��� , Ro s e I I i (fie s i d e n ce
2" LAYER OF 1/8" - 112" STONE �i �'v . r� Fr �N �v� i�\,tG
80.50 80.25 10" 14" 80.00 1 / / / _ "
°r do Jeff Jones, Classic Construction, 65 Cranes Lane, Brewster, MA 0263 I
jOH/63.00 / / 3/4 1-1/2 STONE.; -+
i O'REILLI° O'IiEiLLYI;
63.32
6 .15 cv
CIVIL`,.�7 �f SITE SEWAGE DISPOSAL SYSTEM D1=SIGN
3
•410" -C201
T / (V
R
GAS BAFFLE 2 DOP 61.00 }{
/V f`----
f a 54 Ofd N�/ anrns Road, Yarmouth, MA
USE THREE(3) SHOREY PRECAST\In�, _ .� , �= ,� O' RE
_ . ,r...J.M. ILLY &ASSOCIATES, INC.
500 GALLON LEACH CHAMBERS 9.8' i
Longest Run WITH 4' OF STONE AROUND
__ Professional Engineering &Land Surveying Services
12'---� 1 14' 14' INSPECTION NOTE:
1500 GALLON (END VIEW)
DB -3 - EL=51.2± BOTTOM TEST HOLE 2 PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM
SEPTIC TANK D_BO�( LEACHING NG CHAMBER' NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. O 1573 Main Street - Route 6A
-20 33.5x 12.83x2.0' 20 40 GO P.O. Bog 1773
H
'I- DATE508)896-8601 Office
f f is Brewster, B 026 CHECK:508)OB6N 602RFax
Ii
SCALE 1 =20
G:\AAjob5\lone5-Cla55icCon5truction\54oldhyanni5\84135d5.dwg 3/G/ 18 A5 Noted MTF JMO JMO-8413
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