HomeMy WebLinkAbout301 Weir Road - Site PlanLEGEND:
-EX ISTINNG:SPOT ELEVATION Ox00
EXISTING. CONTOUR �r00
FIh1AL :SPOT 'ELEVATION
,JNAL CONTOUR ELEVATION ®
S,01L TESL LOCATION AND ELEVATION S0x00
UN¢1my POLE ERGR0 ND -0
GAS WATER ELECTRIC
SOIL TEST DATA LOCUS
Zo
Oa'te: 09/02%99 Witness': Amy Von Hone Evaluator: B. J. Young WEIR RD �
TELEPHONE, •CABLEG,W,E,T,C— �� ELEV=52.70
CATCH BASIN ® 2 WATER AT
192
3 1<\50.0 50.2
49:3
50.4 �� 49.0,
APPfjdX. LOCATION'OF MISTING 2
/ 1 11LEACHI0 _F1ELD \{ BASIN
/ TO BE REWOVED P�tidcH K
/ L /DRIV1 /
507
/
X. 49.0 $�3.9�� �9 4.00 /' - PERC
PO //
RATE,
S / / : �' MIN/INCH
Depth
from.
5urfp'6e
(inches)
Soil
Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil
Mottling
Other
Structure; Stones, :Boulders,
Consistency, % Gravel)
0-20
Fill
20-26
A
Sandy Loom
10YR 4/3
0
Massive, Firm
26-44
Bw
Fine Sandy Loam
10YR 5/6
N
Massive, Friable '
44-108
C1
Sandy Loam
10YR 6/8
E
Massive, Very Friable
50% Rocks. Stones.
•08-144
C2
Med-Fine Sand
Single Grain, Loose
144-192
C3
' Silty Clay Loam
192-216
C4
Medium. Sand
GREAT WESTERN .I
x
LOCATION MAP
1
• j
\� 3 \ '
' -EXISTING - 6 _ - - - I c GENERAL NOTES
f 1000'6 T // 1080 _ F
FLOOR PLA�J (NTS) 1) ALL WORKMANSHIP AND MATERIAL. SHALL CONFORM TO 310CMR15
~ AND TOWN OF YARMOUTH RULES AND REGULATIONS FOR THE t;
5 _ _ - � `_ 0 52. '
.�S � 3 � �/ SUBSURFACE DISPOSAL OF SANITARY: SEWAGE.
/ - /--- CONTRACTOR,SHALL VERIFY LOCATION OF EXISTING UTILITIES.
VATE tlriE B R B A D R
K CONTACT DIG -SAFE AND LOCAL WATER DEPARTMENT 3 BUSINESS
I / /'v'� / RAYS BEFORE BEGINNING CONSTRUCTION.
54.625 /i �/ /� �- 3) CONTRACTOR SHALL LOCATE ALL EXISTING SANITARY FACILITIES
\ / i 622,9 ON PREMISES AND FILL OR REMOVE SAME.
59,7 / �� �� i 4)' ALL COVERS OF SANITARY UNITS, SHALL BE BROUGHT TO WITHIN
6" OF FINISHED GRADE. -- - -
5� / i 5) EXISTING- AND FINAL GRADES. SHAIL REMAIN ESSENTIALLY —
B R B R LR UNCHANGED. TO COMPLIANCE WITH
6) NO DETERMINATION HAS BEEN MADE AS
DEEDED OR ZONING RESTRICTIONS -AND/OR REGULATIONS.
OWNER/APPLICANT MUST OBTAIN SUCH DETERMINATION FROM
PSF �i I IMITS.OF• 5' REMOVAL DESIGN CALCULATIONS APPROPRIATE AUTHORITY.
m
ST 3ivES, . SANU T :LOAMP
6I' �/AND SILT -CLAY -LOAM 7) EXCAVATE AND REMOVE UNSUITABLE MATERIAL FOR 5' AROUND
i 'NUMBER OF BEDROOMS 3 LEACHING SYSTEM AND , REPLACE WITH CLEAN SAND.
DOWN TO,CLEAN SAND, `GARBAGE DISPOSAL UNIT NOT ALLOWED 8) IF ANY DETAIL OF THIS PLAN IS NOT UNDERSTOOD, CONTACT
i' APPROX`DEPTH 16 DESIGN FLOW'• DESIGN ENGINEER AT 394-1960.
�/,66,5 3 BEDROOMS x 110 GAL/(BR-DA)= Q CP_D_. 9) 48 HOUR NOTICE IS REQUIRED FOR ANY INSPECTION OR:
1 1
'EXISTING SEPTIC TANI< CAPACITY 1000 GAL CERTIFICATION REQUIRED.
-00� /� / LEACHING AREA REQUIREMENTS �or�
I .lrb i --BOTTOM 0.74 GAL/(Sf-DA)
6 0.74 GAL/(SF-DA)SIDE of A� uoz .)sEwRcYaWnRPN
Go•2'
LEACHING CAPACITY,g
.0 67.6 '+12.83')x2')01 ((24.5'x12-83) + 2x(24.5
q
1 x0.74 GAL/(SF-DAY)= 4 P
SCALE: 1'=20 35041
BENCHMARK NAIL TO BE SET IN
TREE FOR FOUNDATION: TOP OF BENCHMARK: COVER OF APPROVED BY BOARD OF HEALTH
FOUNDATION 53.50 � EXISTING TANK
1:00' MIN, "3.00' MAX — y
6" MAX ELEV 2.53 ASSUMED DATUM 3 SEEDED TOPSOIL, .2°o SLpPE AT:'ENDS. ,ENT DATES AGENT.
LEVEL 2'. MIN 3 DENSE GRADL(}
S7 NE IN DRIVE 2" PEASTONE
9" MIN, 36" MAX 0.17 52.00 MIN 0.93
54.00 MAX
ASSESSORS MA 1Q5 PARCEL: 'IN -31
A P
1.25 - PROPOSED SITE PLAN OF`:LAND. IN. XARMO
UTH, MASS
rac�la ° nO 301 WEIR ROAD tik
117 <od o!a a 1-1/2'
SHE
�:,, T WA r
50.87 �, pp• � ,
5.1.501 5 ! 50.70 mit` ::pp XPi 170 CTC "t 3* 1 48.07 0
51.28
0.2. 51.03.
1-1/2"WASHED STONE
83 4.00 - 2'-500 64L �PCHING AS "PREPARED IF9R CtlTE 'DATE: Oct 6 1999
eHAhteS, H 2a 6.51' EDWARD SMITH. =z0 RE
PAUL_ ,
DISTRIBUTION BOX . 4.00 16 5 =:x 4 53 :, VE OR
E• SWEETSER PROFESSIONAL LAND S R
EXISTING :1000 GALLON RB -3 H-10 - BOX 15,.. 900 "ROUTE 134 SOUTH D NNIS. -,MASS 02860
E WATER TEST TO PROB BLE' HIGH WATER 'LEVEL';,41:26. 5 3 5 5
SEPTIC TANK "PROVE EQUAL FLOW
24 5' :12 83', 1717f
Q0 ,
I SHEET
6" GRAVEL- OIN NATIVE SOIL OR
'MECHANICALLY' COMPACTED 'BASE