HomeMy WebLinkAbout47 Cove View Road - Site PlanFOUN�DIA770N
EL
33.1
INVERT EL
33.4
INVERT EL
GROUND SURFACE
("b a7
i5
1
. � t
/
--�10" 14" XJ L
GAS BAFFLE AT OUTLET/
6" STONE BASE
1500 Gal. Septic Tank
(Typical)
3 3.2
INVERT EL
INVERT EL
OUTLET PIPE LEVEL
FIRST TWO FEET
32 •S
INVERT EL
32. b
INVERT EL
PROPOSED LEACHING FACILITY
Four Cultec Recharger Units (24" deep
with 3" stone on ends and q' stone
on sides. (Total Dien -113' x 3io)
SSE C,ct.nllaitUN ao� 5
t09-
_
�S V
F-
o
GROUND SURFACE EL --5(0-'—O
-3' No VENT REQUIRED 3 3. a
TOP EL
MIN 2' LAYER DOUBLE WASHED
1/0'- 1/2' STONE
z�f "
0 0 ED 0 0ISMEAALL
EFFECTIVE
0 0 0 0 0 0 0 0 0
fo,jR. CU1AC6 IF6(-me6w 3/4'- 1 1/2' DOUBLE
(Zt}"
W)-VIA 3' 5'0fJE WASHED STONE
ori Er 05 Arlo tet' s hx�E °l' 3o,S
0 rt S t'D E 5.
BOTTOM EL
EL Z1,5
BOTTOM OF TEST HOLE
0
EXCAVATION NOTES
1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVA770N
HOLE LOG) AT APPROXIMATE ELEVATION Z9.5, FOR A LAYE'RAL DISTANCE OF 5'
(WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE t 6 Ae H I fJ6 FAG/ Ll r
2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL
CRITERM PUT FORTH IV SECTION 15.255(3) OF 77TLE 5.
3) SCARIFY THE BOTTOM SURFACE OF 777E EXCAVATION PRIOR TO PLACEMENT
OF FILL INTO THE RETAINING STRUCTURE
14) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY.
EKeAVAT/Dr.l M^y 007- 5C P61Lj,r0'l IIV3't r/ to tirZ(L w1�%
EI1g1Nrr/ 4,VS 13•o,N• 7�iin/� T�rC aF �ni5fnl/Altroe/
Gutters and downspouts to be
directed into drywells.
Flood Map Ref.:
Panel # 250015 0004C
Dated June 17, 1986
zj' IV
TjYM EL = 36.3 (MSL)
Ca tch Basin Rim
piroiN lii/Boi O l//N2 Stall
Gars �o_ �ffProp. �t 7,Bbc' DD BoX `p of Coasta.1
J �lor) Pof1 1IImC� !
I
N
00 Prop. Yi�
lea LOC, TOF EL 37-0
'
f1
1
/,,,,,,,,,,,,. I , 13 \
Exist pl / r , ti ..�.///,F'�./// , I 1
ieiiiiiiiiiii 1p 1 1 50 \ °rF r- 6 4
Catch 1 �/W Testi N i�iiii ��� ! , leo Orr �ovr \ or ��
Basin I �yQ Pit (3✓Lt/, 1 wp11
Pro ." ...I�.�..x.. y 4 \ `\ \ 17. `f q) `
/ I 41/ p li Q W N
�o �� ( / I 1,500 ...�i..iw a \ N a \ 01
PV
lay t\ 'PT Gal i\iiii\iiiiii A \�
Qj
S—tank'...�.�>�.�� LOT �/ J � � � \� \ W� � I
O S'ISTE`R
30 \ K / P` �� \ \ \ \ \ \ \ 1 BJP CO V �J
/ r0
�6 3 �� Sites 29, 440 ; -Y L-7 , �, '\\ '13,
(s7-0 1) \,1, i 4
;>6,9
11 \ V _ _
-j
\ 1 O \
R'Lo6, 8� O�' I \• \ \ '
µpa
STANDARD NOTES
1) THIS PLAN IS FOR THE INSTALLATION OF A SEPT7C SYSTEM.
2) ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM TO 310 CMR 15 000, THE STATE ENVIRONMENTAL CODE,
7777.E 5, AND THE TOWN OF -_Yarmouth -- -- SUBSURFACE DISPOSAL REGULATIONS
3) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INFORMA77ON WITH RECORDED DEED
ILS
OR ZONING REGULATIONS.
4) TOWN TrATER SERVICES THIS PROPERTY.
5) THERE ARE NO KNOWN PRIVATE WELLS ON 77115 PROPERTY OR WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM.
6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE, WITH ONE COVER OF THE
SEPTIC TANK BROUGHT WTTHIN 6" OF GRADE.
7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY
UPON OR ABOVE THE COMPONENT ACCESS LOCA7701VS WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION
PUMPING OR REPAID
J NO DRIVEWAY, 1 ARKING OR TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION
Si'S' � W' .-XrF ;T WHEN VENTING HAS BEEN PROVIDED.
9) SEPTIC TANKS GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUY70N BOXES SHALL BE PLACED ON A 6" 5TONE BASE
TO ENSUE STABILITY AND PREVENT SETTLING.
10) OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH
11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS 77iEY ARE UNDER OR WITHIN 10'
OF DRIVEWAYS OR PARKING OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED.
12) ALL BUILDING SEWER LINES SHALL HAVE AN INNER DIAMETER OF 4" AND SHALL BE CAST-IRON OR SCHEDULE 40 PVC.
13) THE DEPTH OF THE TOP OF ZIL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED.
14) IN THE IREAS OF EXCAVATION, EXISTING GRA-3Fs SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS
15) IF SOILS ARE ENCOI ATT'RED DURING THE EXCAVATION OF THE SOIL ABSORPTION Sr :.M, THAT DIFFL_ NOTABLY FROM
THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING.
16) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES
F Y ySH OF
WINSI.OW v
u V%FORD r 1 SPOF RD
F#2=3p Na2j040 q
� e• G
Ar
A°�, yPpISTE�fp r 4 1 P�{O?
°NAL dH NO au
FFDESIGN DATA
1
Number of Bedrooms:
E
Garbage Grinder.
NO
Design now.
44o
(no Ga]/BR/De7 z Ycmxr of BR)
Hoorizlon
Septic Tank:
6oD
(Zrtmum = Design now z 200
GAC t-0f"
Leaching Area:
NA
SidewalL'
0 - 6"
Z x Ikip—n _ in—rt)
+ (a 3
2x,12.3 -Ft: Z t+)
442.
Bottom:
36—n X 3 H•t)
1o3 5
Long Term Acceptance Rate (LTAR): 0.74
Leaching Area Design Capacity.
Lt -10
(Sldewall Area + Bottom Area) : MAR
O
DEEP OBSERVATION
HOLE LOG
Test
Hole #1
(EL = 32 ° f)
(EL = 3 Z ° f )
p
(R)
Hoorizlon
T9 rep
6oD
Tortu re
eebr
Depth to Standing Tater.
NA
(YCeloru)
0 - 6"
31,3
A
LOAMY SAND
10YR313
e" - 20"
X0.3
B
LOAMY SAND
10YR518
20" - 63"
Z6-)
Ct
MED -COARSE
2-SM14
63" - 132"
Z 1.0
C2
SAND
2.6YAW /4
Deep Obe Hole Data
5,12 99
Sell [valuator.
RICH LEIRMED
Tanered BT
taro Rate:
AZLDA TELSH
G 2 IA '"),,j ec $D"
900 Swwr Dasorlptlon:
CARYBR
Geologic Yatorlak
OUTTASH
Depth to Standing Water NA
Depth to Teeping Water.
NA
Depth to Yotiling(Color):
NA
Eat seasonal High OHF.
NA
USG9 Dheerwtlon Telt
NA
Data of lost Ye.nceman6 NA
comments
DEEP OBSERVATION
HOLE LOG
son Enlustor.
Test Hole #2
T:tnesoad lir.
(EL = 3 Z ° f )
Parc Rate:
pqy
(
qi11
()
Hgar A
Tortu re
eebr
Depth to Standing Tater.
NA
Depth to weeping Tater.
(DSoy
Muasew
0 - it
31,1
A
LOAMY SAND
10YR313
11" - 3o"
Z9.51
B
LOAMY SAND
tOYR518
30" - 66"
zu's,
C1
MED -COARSE
2.5YR6/4
66" - 126"
21.5
C2
SAND
2.SYR6/4
Den *be Hole Data:
5-/22 49
son Enlustor.
RICH ARNCL
T:tnesoad lir.
MDA ►2'LSH
Parc Rate:
Sot Surrey DesortpUm
CARVdR
Geoogle Yaterlat
OV7VASH
Depth to Standing Tater.
NA
Depth to weeping Tater.
NA
Depth to Yattling(Color):
NA
Est Seasonal High OR
NA
USCS Obvervatoo Volk
NA
Date of LCL Yeasuwment
NA
Cemmentr.
DATE. June 30, 1999
o
9-0 tko
PROJECT LOCATION 47 Cove View Drive
South Yarmouth, AM
ASSESSORS MAP q l LOT Z o Z
APPLICANT'
Dan Sullivan
174 South Street
South Yarmouth, MA
`j
�\L a (,oJ6 �'� 1 1
h m
PREPARED BY
A & M Land Services
33 Old Main Street
South Yarmouth, MA 02664
(508) 398-2121 Fax 394-9642
°G1r S
DATE. June 30, 1999
1
SCALE / = 20
LOCUS MAP
2roer,1� Vur '-! t3�6Lt md�
�,ar. 2 -neo >t�p5 1e ocK
FREFV. �I�$ I9e1
47 Cove View Drive
South Yarmouth, MA
DWG. NO. 9910
SHEET 1 OF 1
11 1-,--1 mow. ---. --._. I