HomeMy WebLinkAbout83-1810 - Title 5 Plan002ALL SYSTEM COMPONENTS SHALL BE MARKED
SYSTEM PROFILE WITH MAGNETIC TAPE OR COMPARABLE GENERAL NOTES
19.5' MEANS FOR FUTURE LOCATION.
- ACCESS COVERS O FIN. GRADE OF PAVEMENT (NOT TO SCALE)
H-20 RISERS & 2e H-20 COVERS (TYP.) ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD
16.4' MINIMUM .75' OF COVER OVER PRECAST F WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS AVAILABLE (alt. WELL SHOWN)
2X SLOPE REQUIRED OVER SYSTEM 15.0
Jq
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
am/ -FOR FIRST 2' OR GEOTEXTILE FABRIC
//// 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H- 20
.67'
�vz1MENrjjG GAS
LE 12 99.7/64\112.82' 13 6 5. PIPE JOINTS TO BE MADE WATERTIGHT.
%OOoO O 0000
12.70' 0 0 O 0 0 0 0 0 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
C6' CRUSHED STONE OR MECHANICAL E3 O 0 0 0 0 0 O
COMPACTION. (15.221 [21) 2' D O D O 0 0 0 0 0 MASS. ENVIRONMENTAL CODE TITLE V.
DEPTH OF FLOW 4' 10.70
TO
TEE SIZES: " 3/4" TO 1 1/2" DOUBLE WASHED STONE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT BE USED FOR LOT UNE STAKING OR ANY OTHER PURPOSE.
INLET DEPTH 10
OUTLET DEPTH = 14" (-j-% SLOPE) 0_x SLOPE) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
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LEACHING 5,1' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
2 - SEPTIC TANK 68 D BOX 14 FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION
ADJ. G.W. EL. 5.6' OBTAINED FROM BOARD OF HEALTH. LOCUS MAP
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SCALE 1"=2000'±
IS IN BARN, REST ROOM FOR S 69, �'. \ #17 '�` 5$ a- DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 28 PARCEL 58.1.3
ICE ONLY. 0643' #15 W� ,. 'L �2 k / / / COMMENCEMENT UNDERGROUNDOF ALL WORK OVERHEAD UTILITIES PRIOR TO FA90EL?100 MAPPED TO THE WEST)
TO BE ENCASED WHEN WITHIN Area=46,2761 Sq. Ft. �'' F +6.93 ° / �' 'a / +,3.6
TER SERVICE. Ir, � 7°5 / FEMA -FIRM 2500015-0005D 7/2/92
/ 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
)YSTEMS ARE EXISTING OR Or - 21�ca0 F / PRO
68' F ° ' TAB / REMOVED 5' BENEATH AND AROUND THE PROPOSED
BE WITHIN 150 OF THE 9d* •ti / DEED BOOK 21279 PAGE 266
ELL. 1.O6f ACreS I WF 1 .2, �y0 � +�V TER / LEACHING FACILITY. PLAN BOOK 608 PAGE 34
(41,733± Sq. Ft. Upland) 34 / .12. PERVIOUS DRIVEWAY PROPOSED.
_ .,Il, s�
./#13 � o � 13. ALL ROOF RUNOFF TO BE DIRECTED TO DRYWELLS OR
(4,543± Sq. Ft. Wetland) +7.66: lJL , F / 4RIP IN TRENCH DR I
SHAPE = 19.31 i $�1Z 172 0' OFF +154' I Isolated I \ \
PROPOSED SPOT ELEVATION +3. I�ANb Wetland ! \ \ SYSTEM DESIGN:
7. tel' �(3, 836 s. f.) 2 L. II, {i. J3 GARBAGE DISPOSER IS NOT ALLOWED
EXISTING SPOT ELEVATION ��< � � 56 a�1' 9.31 > \2�
+5,65 dr. +2No,{� sy �6 F °5 Ir #11 •` F \ DESIGN FLOW: 4 BEDROOMS ®110 GPD = 440 GPD
PROPOSED CONTOUR / ♦ I o9� �, \ lM� -
...
/ °� BARN o �� WF , `11*'x'"72 USE A 440 GPD DESIGN FLOW
- EXISTING CONTOUR +9. #13 .
-WATER, GAS, ELEC LINES # W 6,/+71. �♦ o, B. 14 SEPTIC TANK: 440 GPD (2) = 880
-TOLE LOGS rJ0 / si / �� 7vEE o I USE A 1,500 GAL. SEPTIC TANK
1 LO� / � 12. f�a u,., G 1 & ;2 ` LEACHING:
all, al� / 4i/ wIR"1PE� k' \ +J
B.W. T.W.
,NIEL A. OJALA, PE, PLS. ° 4 M +'20.0, 2 499 \ 96
ry ^ 802 #18 ROUND DRIVE/ 3 fl.o ow / � \ , \ � SIDES: 2 (10 + 40) 2 (.74) = 148 GPD
ry CHARLES40 FAMS 1 /� 10' MIN. � 0 \. 1+20 ul / \ �
'VON HONE, RS, CHO = MAP 28- 58.1.311 IVEW?1Y \ BOTTOM 10 x 40 (.74) = 296 GPD
-06 alf. W / 1 V I / 10.3X 1118 ROUND DRI o O O PERVIOUS
+2.59 .6J I e I PROPOSE ^� / 3 , \\ 6\
I1 /{ll 1 o - � U7 121 / \ `� TOTAL: 600 S.F. 440 GPD
I � 1 4 BDRM� 3.6
< 2 MIN/INCH = s � �(/,y�ouS /��/ �fT? �O/ +2'�\ \ �
sll. o o 141 I 1 9ASEMtNT OOR EL. �' /�/ USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
w T� V FF EL. - 188 10.3 vim/ O \ , ,
SOILS o I I INSTALL 20' +,1.25 ` c� �� +21.7 WITH 3 STONE AT ENDS AND 2.6 AT SIDES
ELEV. ELEV.
12.2' 0" 4 14_3'
FILL
Icl LS/ORGANIC
10.2'
8.8' 84" 1 17.3'
C
MS
4 2.5YR 7/4
5.6'
4.2' 5.'
118"Lm'! 77 „ u,14.2-
1
2.2' 132" 1 3_3'
)BS. WELL DATA -
WELL MIW-29
ZONE: A
DATE: MARCH 2006
READING: 7.8'
ADJUSTMENT: 1.4'
MIL POLY o 1] sso /. 22 ,`9y
9Ga I I l UNE PER PLAN. gm /I W : � � 1$�4,s
'S I o TOTTFFjj�1 EL - 14.0 4.0 0 ow .� ± ' N7o\ ' 54
Bo EL = 10.0 NJ/ MA
LOAMEED I !S\ �R '
AFf / S4p� F { APPROVED DATE BOARD OF HEALTH
x{71 +am, , o ' R � f ' � x �-4
R, Sepn� +12.6+2, ,�. , SF TITLE V PLAN
J 1 1 `` a �JSFR�\ z4\--1 Pb _ AL Oo O� y�\ -2
+�3e o, i' 62.02' V6.44 �. }13.I /Oa
3 SLOT 3 119.92 Lot 3 w
tr1 c�i1, \ 1 +7.1s F tn. \ 4,y 6.5 +mm
}16.92
��° �� �.. ' ��. S .0 - +115 �'EQ R�°FAUNSUITABLE + 6 2 RO�JN� DRIVE WEST YARMOUTH MA
� 6s7 PERI TER OF LEACHING C HOSPITAL
+ b4 �h \ �` 4 j0,. \ FACILIT , OWN TOSUITABLE / "P__2 -
��� • ��� F
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PREPARED FOR
llCLEAEDSAND.
+°9,
41 8G11 CHARLES & MA
RGARET
52 6 +,1.42
ODAMS
kill
�..�FFF\\WETLAND \
+11.19 \ \ -..._y DATE: 9/6/07
WETLAND DELINEATED BY ``'r' //9 SI�s26•�W \ ���` �00�` \ \ \ SHEET
HAMLYN CONSULTING
(SEE DETERMINATION OF�� �� +9.,e�! \_
APPLICABILITY 4-24-06) }6.z \ F �off 508-362-4541 2 OF 2
,l�f. 1, I1. q �Q•JrJ, jµ Of bt% �Zµ OF MgSS fax 508 362-9880
Il. #8 all. 596 w F�+� DANIELA cy�� �o+� DANIEL 9ay�N�
OJALA a o A.
OJALA down cope engineering, Inc.
Scale:1 = 30'
0 15 30 45 60 75 FEET
DATE
502 , No. 40980
Cl V`L ENGINEERS
,STE a0�?, �/a s4 LAND SURVEYORS
ONAL E O E
939 Main Street - YARMOUTHPORT, MASS.
DANIEL A. OJALA, P.E., L.S. 96-121 Odams Lot 2 Site PIan.DWG (DAO)