213 Cranberry Lane #4611UNLE55 H-20 COMPONENTS ARE USED. -
B.) THE DE51GNEP WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN -
LE55 CONSTRUCTED AS.5HOWN ANY CHANGES SHALL BE APPROVED IN WRITING.
C.) CONTRACTOR SHALL BE RE5PON51BLE FOR VERIFYING THE LOCATION OF ALL
-UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK:
CONSTRUCTION NOTES:
I':) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,
TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH.
2-) SEPTICTANK(5), GREASE TRAP(5), DOSING CHAMBER(5) AND DISTRIBUTION
BOX(ES).SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY
COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE- -
3.) SEPTIC TANK(5)SHALL MEET ASTM STANDARD C 1 127-93 AND.5HALL HAVE
_. AT LEAST THREE 20' DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT
DEPTH FROM
SURFACE
(INCHE5)
SOIL
HORIZON
-
501E
TEXTURE
{USD
SOIL
- RL`oP
SOIL -`
MOTTLING
OTHER
0-6
E
Loa Fine Sand
OYK 2
NONE'-
13
G-33
B
Loaray Fire Sand
I OYR 5 8
NONE
fine Sand `.
33-130
C I
Fine Sand
1 OYR 7/4
E
WATER 1OS" STAN
^
:x asa °
10
w��
24x5 PROPOSED SPOT GRADE
ELEVATION 1.3
t :t
x F
lx0
x-491,"
-w- WATER SERVICE LINE
SEWAGE DE51GN FLOWN -
4 BEDROOM DWELLING @ I 10 GPD = 440 GPD O Y LN
REQUIRED.
< RANBERR
LEACHING CAPACITY rn C
4 BEDROOMS (MAX.) @ I 1 O PD = 440 GPD REQUIRED - PEREGRINE LN
SEPTIC TANK CAPACITY REQUIRED: -
DAILY FLOW = 440 GPD @ 2 = 880 GAL: REQUIRED "" `4a : LOCUS
SEPTIC TANK CAPACITY PROVIDED: ®r%N� \'1N U /7q SS "4` - AF( LN
1 9� r�U! M
TEST HOLE 2:. EL= 10.2+ .1500 GALLON SEPTIC TANK (MIN- ALLOWED) G1 1i RS
DEPTH FROM
SURFACE
(INCHE5)
SOIL :
HORIZON
SOIL
TEXTURE
(U5DA)
501L
COLOR:
(MUN5ELL)
SOIL
MOTTLING
OTHER
-
0-12
- E :-.
Loam Fine Sand
IOYR 212
NONE'-
13
12-30
B-
Loam Fine Sand
I QYP 5/8
NONE
fine Sand `.
30-130
Cl
fine Sand
I QYR 7/4
NONE
PERC A 46" TfME 14:06
^
:x asa °
10
w��
24x5 PROPOSED SPOT GRADE
< 9' IN HOLE < 'MIN/IN
t :t
x F
lx0
x-491,"
-w- WATER SERVICE LINE
LEACHING CAPACITY PROVIDED: v'� JOHN M. ,;<.; ! o�\VE
ONE(I)40`X 5' X 12' LEA RING FIELD CAN LEACH ts "' JOHN 'n �pP�
%io O'REILLY 'r la ..y
Vt=[(40X 15T X 0.74 GPD/5F=444.0 GPDalv CIVIL -M. yp
444 GPD>440 GPD REQUIRED A NO. 36200r - O'.ITFILLY -
NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. 1 �O �::�, - NO. 46733 : r
..INSTALL:.��1/;, FGITFP" L 'c
ONE (I) - 1500 GALLON. SEPTIC TANK
I „10FJALE Y 1 F S1
ONE (I) - 3 CH FIT DISTRIBUTION BOX (H-20 _Rated) ?�ti'V�' II. qNp XIEy6,
ONE(I) - LEACH FlELD, 40'z 15'x 12' ;I, Uwg�f (V
TOM OF THE SEPTIC TANK TO THE FLOW UNE SHALL 8E 48": TEST HOLE 3: EL= -1 1 .O+ THREEQ) RI5ER5 AND COVERS WITHIN 6" OF GRADE r-
4.) SCHEDULE 40 PVC-INLETAND Ol: TEE5 SMALL EXTEND A MINIMUM OF G'
ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE
CENTEKUNE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE..
5:) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST
CONCRETE WATER TIGHT Ill OVER INLET AND OUTLET TEES TO WITHIN G" OF -
MNISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT,
GJ PIPING 5HALLCONSIST OF 4' 5CHEDULE 40 PVC OR EQUIVALENT, PIPE SHALL
BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I %
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
EM
TI E
(U5DA)
SOIL
COLOR -
(MUNSFLL)
SOIL OTHER
MOTTLING
0-12
lE
Loam" fine Sand
I OYR 2
NONE
12-28
13
Loamy FineSand'
I GYPS 8
NONE
28-130
C I
fine Sand `.
I QYR 7/4
NONE WATER .122' STANDING
�- w
W� 9.9
x12.34 EXISTING SPOT GRADE
^
:x asa °
10
w��
24x5 PROPOSED SPOT GRADE
NOT TO SCALE
0
PROPOSED DRIVEWAY o -
SEE NOTE 17 - c P -
LAN BOOK 72
.PAGE 7
}} 9
j
BENCHMARK:- DEED BOOK 2G I GO PAGE 346
Top of Concrete Bound r`(j A �� ASSESSORS' MAP 2G PARCEL 39
EL= 1 1 .2± (1988 NAVD) 1.I A
� ERRY 1A^ r
(40' Wi A Dubh r V E PROPOI FOUR BEDROOM
.. TEST HOLE 4: EL- 10.9+ - w"" -'^.w E C �Vd � LFACHIN I LEG E N D
7.) DISTRIBUTION LINES FOR 501L.AB50RFTION SYSTEM (A5 REQUIRED) 5HALL BE - -
4' DIAMETER SCHEDULE. 40 PVC LAID AT 0.005 FT/FT, LINE SHALL BE CAPPED
AT END ORAS NOTED: -
8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST -
2' BEFORE PITCHING TO 501LAB50PJ'TION SYSTEM. WATER TE5T D15TRIBUTION
13OX TO ASSURE EVEN DISTRIBUTION. - -
9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM 5UMP OF G' MEASURED BELOW
THE OUTLET INVERT.
DEPTH FROM
SURFACE
(INCHFSl
SOIL
HORIZON
OIL -
EXTURE
(USDA)
501L
COLOR
(MUN5ELIJ
SOILOTHER
MOTTLING -
0-12
E
Loa fine Sand -
I Ol'R 2
NONE
12-30
- B
Loa Fine Sand
I OYR 5 8
ONE
33-130
'CI
fine Sand
I OYP 714
NONE
�- w
W� 9.9
x12.34 EXISTING SPOT GRADE
^
:x asa °
10
w��
24x5 PROPOSED SPOT GRADE
oI Pavement
oA 1
,y
G FIELD 40'x 1 Sk 12
.-x 10.7 o
[�mow�_-
w
I EXISTING CONTOUR
_
C13 (FND). �Sio2; 10.1 10.
wl
32. PROPOSED CONTOUR
IO pp,
�- w
W� 9.9
x12.34 EXISTING SPOT GRADE
^
:x asa °
10
w��
24x5 PROPOSED SPOT GRADE
t :t
x F
lx0
x-491,"
-w- WATER SERVICE LINE
10.3
m e * t toe
x a0
Dr;
o cB (TND) a
-o- OVERHEAD UTILITY SERVICE
1 ° 1`2 5 t0 _ J -U= UNDERGROUND UTILITY SERVICE
O:) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4° TO DATE OF TESTING: 3/19!2014 . - AS o -
I-112" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE PERCOLATION RATE: LE55 THAN 5 MI WINCH IN "C I' LAYER- - -1; 102 c GAS SERVICE LINE
TP
INSTALLED BELOW THE CROWN OF THE DI57RIBUTION LINE TO THE BOTTOM OF THE WITNE55ED BY: MATTHEW T FARREL, EIT. J.M. O'REILLY B ASSOCIATES, INC. TEST HOLE
I / BORING. LOCATION
501L ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" - AMY VON HONE, AGENT, YARMOUTH HEALTH DEPARTMENT PROPOSED UG '" - ,� )' ,;7NSP. '"' D - b'T
?Rr�lu2 SEPTIC TANK
LAYER OF 1!8' TO 112'DOUBLE WASHED STONE FREE OF IRON, FiN1=S AND DUST, WATER ENCOUNTERED ELECTRIC x 10.7 < ,�(�d O± '
USE A LOADING RATE OF 0.74 GPD/SP FOR SIZING OF SOIL At150RPTION SYSTEM Ix 106 'MIN) - ° - x fat: - DB DISTRIBUTION BOX
I i,j VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION UNFS EXCEED SO FE€T; - • ' • x 10.3 g/;5 SOIL ABSORPTION SYSTEM
PROPOSED WATER nt G - E III
.WHEN LOCATED EITHER IN WHOLE GRIN PART UNDER DRIVEWAYS, PARKING AREF�S,. HIGH GROUNDWATER LEVEL CALCULATIONS: - SERVICE x10,a 1 ° x10.7 °<a._.ej +1 x. 8T Reserve RESERVEDFOR FUTUR)
'-TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. _ -
12-) SOIL ABSORPTION SYSTEM 5HALL BE COVERED WITH A MINIMUM OF 9" OF Depth To Water Table (3-19-14): 9.0 Feet - n a �'-x- 6 6 +1 z TP t 1'3x0, ' UTILITY POLE
CLEAN MEDIUM SANDAppropriate Index Weil F�nstmg 4 Bedroom x 10.7 _;.., s, \ v p O `' o ® CATCH BASIN
(EXCLUDING: TOPSOIL). MIW 29 n1 _ +, 11.0 -�
.Water Level Range Zone: A (0 27 DWell+ng, F�nsting Gas Line ..� : 13x0__.x lob � : FIRE HYDRANT
13J FINISH GRADE SHALL BE A MAXIMUM OF 36° OVER THE TOP OF ALL SYSTEM 8 +ASIN
Current Depth To. Water Level For Well (31201 4):. 8.2' a5tmg Water 5en ce ! 3 O
AND 501 AB50 PTION NG THE SEPTIC TANK DISTRIBUTION BOX, DOSING CRAM BER Water Level Adjustment: 1,7' TO BE REMOVED p ° " ° ;::, .' ;r, x'3 18.2' ® WELL
AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVET: r eL{ _ a z Cv- O ,._.
Estimated Depth To High Water. 7..3' Feet (EL=3.0) �" P RCH e ,a DRAINAGE MANHOLE
e x ■
14J <,li FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL - �,.'�.,�` 10.8 CONCRETE BOUND FOUND
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE 501L A55OIZP- TOP OF BAN
f K
TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH ,';+;.' ..5' SOIL REMOV >.,u -y f T : , "PRO `' n. -
_:_.-:_
MOVgL- SEEN £ s�� D Pos4DkOQM` x LIMIT OF WORK
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM.: 1 VI TOF v-xr: m
OTE 18 x 112 _ _ )=L,' i 4 FENCE
15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION ) m �.... n x� f, z a1r::? ,x O ;„r:
BY AN AGENT OF. THE BOARD OF. HEALTH (OR THE DESIGNER IF THISSYSTEMRE u. SnOWER x10.7'EDGE OF CLEARING'S
'`:TF.
SUCH PERSON TO CERTIFY IN WRITING �`*' (<=
QUIRES A VARIANCE) AND MAY REQUIRE
,F; ' ,. „F' 13.0 „
THAT. ALL WORK HA5 13EEN COMPLETED IN ACCORDANCE WITH THE T a '.' , t' ,..., .,?: ,•a ;.. , ; : (� c,: � .,.:;; c:,,.. Lr
FRMS OF THE in -�" / ,- ..c... PROPOSED SOIL REMOVAL
•*
..PERMIT AND APPROVED PLANS, 48 HOURS ADVANCE NOTICE IS REQUESTED ,'
.._,; 13x318--2' SEE NOTE 18 -
eq-,�,__s ,,. "'�1°' xvrsu:.:i" _ .. ;+c .: c, 3'" as". ..o:- x4 , ..•.: 10.7 psi: r.te.• ..� ... ..
C � \
6J EXISTING SEPTIC TANK TO B€ MOVED IN T, .... _. ,�„ <,.. < . , -s ,,..,.,,-.r - ....A -.: ,,. ... FO m
RP INCLUDING .ANY CONTAMINATED � .,,::. •,. �:� .+a�.mKK- -,: i {+ � ,. , x,a'r =. , _RCH � � c x � - ZONING •,a+ .. - .:.:`.'' «sr ,o _, >'s. a „i .: ,,,. _ 11.1..;. 10.8 NG CLASSIFICATION
� '. / F ' 'y„ ' `*'�..£FMA:: .'..i. . , , .Ai'r 4' �•:j ,. t
SOIL, STING LEACH FIELD TO BE ABANDONED.IN PLACE.13
.. ,• : �•..r. y, r,>- •. .", • ..W" , ,. „ ..-' -7x4= s r -
EX) _
r ..: 5.8 y- ., .. -r ,..:. ,_.: s ZONE R-2
- -'�.� rr ?e�>:,'x""+.,�x h -s;:., • .. >. , ..,..; . 4. a .a ,,,t , x. •� _...�„ 5 (RE5IDENTIA
P7. OWNER CONTRACTOR 11.1 ,...... ;:..°. },. U
/SHALLREVI[WHOUSE LOCATION, GRADING AND � . ,... ,.,,.,.: � - `t3x U V
., �O .. ." ;. ,� 5 ... _.. O `.'+�._ ,� ,; •MINIMUM AREA 25,000 S.F.
DRIVEWAY MAT ,, ' '-.` �e ::... +"* _.. JNS ,. ....,,, ,,, s„y:;a_ X ,.,, _ .:; o PROPOSED GAS SERVICE
MATERIAL PR10R TO THE START OF CONSTRUCTION. . x. ; <, z ` PCTION' c .
' 7 \ MINIMUM FRONTAGE
;.PC7P�T a'�.:,,,zt 10 9 1 c i 1� 150 FEET
18.) SOIL REMOVAL: ALL TOP501L AND 5UB501L A E B LAYERS SH B 3x3 x 1.....FRONT YARD SETBACK
( ). ALL E:.� s , ^ , ,,., < ' x 10.7 w :.SIDE YARD 30 FEET
q REMOVED FOR A DISTANCE OF 5' FROM THE 501L ABSORPTION SYSTEM -
„ , , :: �;_, �, ,. . , SETBACK 15 FEET
. DOWN TO THE CLEAN SAND LAYER, EL=7-5:F. AREA TO BE. BACK FILLED WITH CLEAN ; / a , `.' ,,: ; , , "`- �' ' ; k -y 4, . w, xis : REAR YARD SETBACK -20 FEET
SAND AND COMPACTED TO MINIMIZE SETTLING. "'! i - - 's +r> ' .,"I-, ,,,w;, x. Me
- -
--��flfl '' MAXIMUM BUILDING HEIGHT' FEET
35
;' •x 10.9 MAXIMUM BUILDING COVERAGE .25%
_ /� PROPOSED BUILDING COVERAGE
t�/-1.J PLAN VIEW i O 1t.2 ,. PROPOSED DWELLING
40'
.: i 1 !- x 10'8 GARAGE AND PORCH 2,535.5F±
SCALE: I" - iii ! SCREEN PORCH I GS 5F±
FLOW PROFILE: t i IXISTING SHED 152 5f --t
x 10.7 / �� ,/ 10.9
x 115
.41 i Shed j Ersting Septic Tank TOTAL 2,855 5f --t
NOT TO SCALE ! /� w And Leaching facility Building Area 2,855 BF
GRADING AND ELEVATIONS CRITICAL �,' ,�� ' ' ! w 1 736E REMOVED AND Lot Area Xloo 17,7885FX100 G.O%
THREE (3) COVERS TOTAL 100 YEAR FLOOD PLAIN / i�� { W I ABANDONED SEE NOTE 16
24" DIAMETER CONCRETE COVERS _ /
RAISED TO WITHIN G" OF FINISH - AE ZONE EL= 1 1 .O t \ tt
TOP Of FOUNDATION GRADE (OR AS NOTED) - 4• PVC MAP # 25001 C0589J / \ x 10ge
'REVISED PLAN 4-17-) 5: CHANGED DATUM TO 1988 NAVE). REVISED
` EL- 14.0 (SEE NOTE #5) INSPECTION. PORT JULY 1 G, 2014 x 11.6(! � '� m J I x 11.1 FOOTPRINT, LOCATION *ZONING TABLE. HOUSE
,+ �� Proposed EL= 13.0 MINI M Pro sed EL= 12.0 Pro E = 1 2.00 L 11.2 j
o c %���� /������ / ` JI j J REVISED PLAN 5-7-14: CHANGED GROUNDWATER INDEX WELL TO MW 29 AND
M
+ -LOT. 44 t^ �'-+• , CHANGED GROUNDWATER ADJUSTMENT.
11.80 I 24" (9" MINIMUM) LATERAL x i1.. 112 Area= 17,788 SF -1- _ MR. FRANK H EN N ESSEY'
a 100+ ENDS x .1
Stoc1 9: 28 Captain Daniel Road, South Yarmouth 02664
�de. ence
o IOGo 1o PROPOSED FILTER FABRIC x11.1 SITE SEWAGE DISPOSAL
14" 10.35 - roo.o3' SYSTEM DESIGN
3" T IO.00 9.83 f_3/4":. I-I/2"STONE ... ua
9so PN 213 CRANBERRY LANE, 5. YARMOUTH, MA
2° DROP
GAS BAFFLE' .:.8.70 INSPECTION NOTE:
9-70 -SCALE I"=2O' J.NI. O.'REILLY & ASSOCIATES, INC.
8.70 PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM
r - - 5.70'+ NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. Professional Engineering & Land Surveying :Longest Rune Services
10'---� 1500 GALLON }--39 l0, 40'
SEPTIC TANK
D13-3 Q -EL= 3.0 HIGH GROUNDWATER 1579 Main Street - Route 6A
D -BOX LEACHING MELD 1.7CHECK:
DATE: SCALE: BY:JOB NUMBER. 0 20 40 GO P.O. Box 1773
FH -25] 40.0' x 1 5 O' x 12' -4-- y - EL= 1.30BSERVTDGROUNDWATER, 03/19/14, TEST HOIF (508)898-6601 Office Brewater, IIA 02691 (508)096-6602 1fill-
,- : .
—LICENSED PLUMBERTO REVIEW FOR INTERIOR PLUMBING PRIOR I TO SETTING ANY COMPONENTS - - SCALE I "=2O' -
G:\Wobslreefl6875213cranberrylanc\dwg\667555D5(REV4-16-15).dwg 04/18/14. A5 Noted - MTF/GM8 JMO/KEF JMO-G875