HomeMy WebLinkAbout23 West Great Western Road Site and Septic Design Plan 2FEWIF
1 N /F
N/F 1 HORACE
0 1 JOSEPH C. & CYNTHIA WARNER III
LINNELL ASSESSORS
y ASSESSORS 1 MAP 109
2
MAP 109 / PARCEL 17 ,
N PARCEL. 16
STS o 1 \j ARI a E
LOCUS Uscs-
Q
8 6 / '/ O r `a
WHITES PATH ti A1N
�A�ER Ee�CE _
s� �SjG 19,2 X- 'F"� _ o' REP AR SET
OLE
Z p 261/8 r. 0\
I F�
HIGHPOIN T IN ii W 54" i '`1 ro VY--
G� I ROAD 20.8
LOCUS MAP
NOT TO SCALE: P \\ 4 �R
- RE BAR ANC?
STONES FOUND , , /T 3 -
HELD FOR U I 71.1
0.19' BACK0 0` �1 , (.n 2 STORY
PROPER? WOOD DWELLING i
LINE BEN"' / -� TOF 20.99 /
CENTE BACK ! ' P 1A - , ? TCF. 13.79
CATCH ASIN
I 00 v l ISTORI�RY CELLAR
ELEV. 20. 0'� i STH #2 0'
DTH D-5 X
1 p i
R _ CAL DATUM: N('3VD z6 1 � �
i \ 20.9
`7._Pv,;H IJARK USED: USGS MONUMENT #'17 ` \ -'
PROPOSED
�I SL"'rAv o - \ 4 BEDROOM
�I�� SET �N HI�I BI,IDCL �� 1
X41W
DELI;i�1G EO'
v� C.F. 229
VA NITER A F ;OCH BASIN F.C.F. '15.'�
L<L,�rl ,, .RK SET: CE,. BACK 0 C � 1 1 ��41) -
�,- n, - i, -
EL` ATI ON 20.00' NC D 1 i - -
1 1 1 -
n. v \ RPRON POTABLE
TCE ,a SILT' 2, A3OVE HIGH POINT OF ROAD' , y - ` \ CATION ONLY,1
�I
2 MIN. PER BCH 9YLAW.
,
i PROPOSED �t 1
,
c G,:ARt-ter .ot,, GP.E[ NiOUSE
TOF OF S' -AB 1 _ '
ktL. 20.0 t 3D T
�.
,
\ \
'NFRAi- NOTES.
4'1)K✓"� AN51'' P AND MATERIAI S SHALL CONEOR%1 TO D.E.P.
T - A0,D THE TOWN OF YARMOUTH RULES AND REGULATIONS 1 1 "�,,, •� / �� \ / �;,
OR SJ3 URFArE DiSPCS:AI. OF SEW --RAGE.
>T ON`r.
ACC,
POINT OVER TANK TEES S!'A.LL BE
!BLE W!i� IN 6" OF FINISH GRADE, WITH AN" REM.AINiNG \�" i A �1i2C.00 \
' =',S PORTS BPOUCHT TO WITHIN 12" OF FINISH' GRADE. V "' 89. C' ,._."•150E " A
F C';MPONENTS 01 THE SANITARY SYSTEM SHALL BE
-,_E OF WITtISTANDiNG H-10 LOADING UNi ESS THEY AREoc, c, � � o -
U ND>LR OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY
- \ n
"„�T Pt'TI,STAND 'H-20 LOADING.
E it xCA VATION CON tRACIOR SHALL VERIFf TIRE L.00AT=ON
ALI_ UjIII IES PRIOR TO ANY EXCAVATION.
=1iY "' ASO'`:RY IJNITS USED TO BRING COVERS TO GRADE
FIN 6" 0- GRADE SHALL BE MORTARED IN 'PLACE.
GRADE SHALL HAVE A M NIM;UM OF 0.02 FEET PER L -V) Z \ -
OCT DVER `H S.A..S. AND DISTRIBUTION BOX. - ! z'
1C TANK SAN'TA.RY rL SHALL BE CONSTRUCT; D OF / l _L._ _L. , F _BAR STT
DULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE -
H F'I OW LINE AND SHALL BE ON THE CENTERLINE AND �'oJ
C _ .0 DIRECTLY UNDER THE CLEAN OUT MANHOL`LS.-
L ^. ET PIPE INVERT ELEVATION SHF -LL BE NO LESS THAN ��-
IO THAN 3 INCHES ABOVE THE INVERT
EL Ur S ti0R I RE
v ;'N Or THE OU ,_ET PIPE. --- -- - - _ /
SEPTIC TANK SHALL HAVE A MINI. UM! COVER OF 9 INCHES \ 0.9'
, OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS
BA �,} , 4 ',NCH=S IN DIA' ETER AND CONSTRUCTED OF 4" PVC a V A _
rt PIP -S SHALL "BE SCHEDULE 40 PVC SEWr PIPE AND
B_ SLOPED 1/4 INCH PER F001 MIN. EXCEPT FOR THE
,ti, FEET GUT OF THE D(STRiBUT10N BOX WHICH SHALL GATOV 0`.I_''
I ,,NGS OR REVISIONS TG SEPTIC DESIGN REOU'RE NOTIFICATION OT �' S
0 EA.. .A RVEY INC. FOR E.O.H. AND DESIGN ENGINEERS REVIEWv �J G
AND ADPRO'JA:,_ S PPS, .ir.
ASSESSORS Z0.8 1
MAP 109 ` Z�
PARCEL 7 / A ��
O.IcTF,.:CTION NOTES: '` v
0a 1A..TORS / .'dS A' L.FRS SH ,LL VERIFY GRADES AND _ u
s
C'^JS AND STE CONL!MONS PRIOR TO COPSMENCING
ON TH_ SITE. o
0 TI RMINATION '.HAS BEEN MADE AS TO COM I_IANCE \ `V
co
ta'TF' D EDED OR ZONING REGULATIONS. OWNER T APP' iCANT \
S ' TAIN SUCH DETERM:Nj%TION rROM APPROPRIATE
,
D -
I
z ( F A P A N- \ -
ARKIN 0 VEHICLES AND _ C C
�R i AFFI. G - _
S C P IHe SEpT'C TANK, D.STRIBUTGN BGX D
5 4'Ag'25„W,
TO VIH8 HELD 366.97'
GH,",TAY CH C.
CONCRET BOUND FOUND
HELD FOR NE. 0.19' IN 0
y H GH'✓dA" LAYOUT
�-
+ W STBOUN, %SID -CAPE HIGHWAY - ROUTE 6
0
0
i
SYS I EM PROFILE:
NOT TO SCALE
TOP OF FOUNDATION
ELEV. 22.9 TCF @ SILL RAISE COVERS TO WITHIN 6" OF FIN SH GR)E
FINISH GRADE FINISH GRADE
ELEV. 22.0 ELEV. 21.7 FINISH GR,dE FINISH GRADE
ELEV. 21.0 ELEV. 20.5 GROUND ELEVATION 19.8
TOP = 19.9
10'@S=0.02 ` 2x9' @S=0.01 30' @ S=0.005 1' MIN. -3' MAX. COVER
3.5'@S=0.01 4.5' @S-0.02 DP ELEV 18 80
✓" I _ 2' MIN 1/8"-1/4" DOUBLE WASHED
SCH 40 2 h41� N 3 MAX 4" PVC SCH 40 O O O C O O O O O O O' N PEA STONE
INV.=
19.05_ 118.85 10"TEE 14"TEE INV.=18.60 O O O 0 O 0 O 0 0
O D O C
O+io
3/4' DOUBLE WASHED STONE
\0 J O O 000000�0 0000000000006"
5'-7' GAS BAFFLE 5 OUTLET -- -
4'-1/"I CACHING FIELD
6
4'-1LIQUID LEVEL D -BOX
4' 4" INV.=18 55 IN V. 26 INCA.=18.11 1 5' STR'POUT AROUND SYSTEM TO
1NV:=18.35 z C" HORIZON (FINE SP.NO)
ELEV -- THREE LINES 6' O, C. ,ELEV 17.61
14.27 S.A.S. (20.0' x 30.0') Ln
6" BASE OF CRUSHED STONE STRIPOUT (30' x 40')
OR MECHANICALLY COMPACTED TOC 2 MEDIUM SAND TEST PIT #2 ELEV 12.0 ADJUSTED GROUNDWATER
1,500 GALLON
PRECAST CONCRETE
SEPTIC TANK
D.T.H. #1 D. T.H. #2 OBS. WELL AIW 247 OBS. WILL AIW 230
DATE- 8/8/02 DATE: 8/8/02 INDEX 26.6 JULY 2002 INDEX 2.`3 JULY 2002
GROUND ELEV 18.62 GROUND ELEV 18.16 B = 5.9` B= 3.2'
NO GROUNDWATER GROUNDWATER 6.49 C = 7.9' C= 4.8' p 1�
13.8' + _ 8.01 5.45 LOCUS INF -ORIVIATIO
- A 4
L0,''AMY SAND I LOAMY SANG
0YR 5/3YR ` / R f GROUNDWiNTER ELEVA?;ON: = 6.49
j !CURRENT OWNER JAMES F,- R LEY, Jr
---- 6' r----- 6" + 5.5 ADJUS'YEN
T 1
B ADDRESS 13 WEST CPFAT ',°JES`EP.N RCA' --"B ADJUSTED G. -TEP, ELEV,- IChJ = 12.0 SOJTH YARMOU TH
LOAMY SAND _GAMY SAND MA 02664
6
10YR 7/
II I 10YR 7/6 o I + 5' TO BCTT0��1 OF S. = 17.0
24" I
�- 1 30" D 8 /2
PLAN REFERENCE EAS SURVEY PLAN, DATE3 /0
ELE� J = 16.62 ELEV 5.66
I ,
C-1 C ZON'NG D STRICT Rn 40 .z
LOAb,1 SILT LOAM
0 Y 7%3 10YR //3 SETBACKS r,.,NT 0
_ 74" ELEVATION 12. C' y SIDE 20'
---� 64' REAR 20'
FINE SAND �� i C-2 � TITLE REFERENCE DEED BOOK "52 6, ` �:CL 21
FIN1E SAND2. -----
7,3 / 2.5Y 7/3
--- °JG (1-A} 1A0" ASSESSORS MAP 109
C C-3 PARCEL 76
C ;Pc- � I'l TH 5% COARSE WITH 5% DENCE -
SA DENSE SAND - 140„ GRAVEL
-OYR 5/6 G "iE, '0YR 6/6 EL.=6.5 `,+.'!;IVUY LOT AREA 40,000± SF
4c - 48,,
E = 6.62 BOT & PEFER_vCE ELEV 5.8
r LFA 'SAI 12.62 NO E - 1 .8 MINI",AUM FRONTAGE 150' (IJAY BE PED± CED TO 50'
AL
INITH 150 SQUARE), NO LT SIS 'PA 2C' 'idj
9. 0. H. P.O.H. GRCUNDW;' TER
AMY VON HONE AMY SON HONE' c � ZO"vE n, 43,`�75t � �Rv� ED
S01 -VALUATOR. SOIL _VA_uATOR OV_RLA,Y CSIPIT
ED. `STONE ED. STONE
40,"00 S P
BACKI:OE OPERATOR.
ENRICH? CONSTRUCTION FLOOD ZONE: "C JUL' 2, `992
SO:- TYPE:
PER" RATE: Q P+IN. PER INCH i'- A) 250015-2:
LOADING RATE: _
_0_74GAL/SF/MIN
- 1
0 20 3C 40 60 " i^
INDICATES DEEP
DTH #4 Tr F:�; C� Y, �..,
�S �_E . 25" INDICATES ADJUSTED GRO NJ„ ;;�_- atL
On
te_,
GRAPHIC SCAT T. 'NC'IH 20 F; F i
INDICATES
P--5 44" PER" TEST -� 108" INDICATES GROUNDWATER
1 S11 E SEPTIC 3 �..� .- �� J ,
��DRooals AT 1"C GPB/D Z40 GPD 'VES IR A: I Vd�-S ERI`J KC r.J
I"J
C' H�_ SEPTIC TANK V L 1L✓' (Jim 1 I\'r �.S�Jr.C�' �l
�-
-?4O x 2 88 _ vi+L. Cn r. _ ?G - I� U: .IS i , t.:iJ
= T:C T^ :K PROVIDE_) - 1500 _GAL.
C-3 FACLI-Y REQUIRED
n FOR:
RATE -._ <2 n�if /NOH. i,.II "' R Y LN v
n r
-F 074 / P^ F _
C-!tiG SYS -G ,A DROVIDED
T��IFr
.. - S -/GPD = _595_S.F. M N. REQUIRED P n^
u i v 47.
-:E'. 3 A 0".7-1 4" STONE AROUND
AREA 20.0' X 30.0' 600 S.F. PREPARED BY.
6 O 1.- x C.74 444 GPD .aas IF45 EAS 'SURVEY, I�IdC.
<<
WILLIAM 14 "1 R T.
'44 COD PROVIDE" > 440 GPD RFQJIRED= 4 GAJ RESERVE `�� 11"71y N 0. BOX ✓'29
\3 GARBAGE DISPOSAL /GRINDERS ALLOWED ��rS. s y SAN'D'',,l�.r,, Mme, b3
P7. (J08i 888- 361
B z
=AX (5,08) 88R-2496 / ;Scr t7✓�s:u�l