HomeMy WebLinkAbout151 South Street - Site PlanFIRST FLOOR EL, 11.0' SYSTEM PROFILE TEST HOLE LOGS
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) RICK JUDO, RS
ENGINEER:
MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM A- FEAMY VON HONE, R5
R12/14/00
6A$$ R
9.4FEMALE ADAPTOR & THREADED PLUG 12 14 `�'°AR1(WAr
CRAWLSP J2 EDUCER .1.5'0 THREADED END CONNECTION DATE; / /00 I
DRILL LAST HOLE T EACH SCH 40 PVC < 5 MIN/INCH
FraDN. 6 0,� PROPOSED �, 4005CH 40 V!!
ELBOW •LATERAL ON TOP TO VENT PERC, RATE _
GALLON SEPTIC AIR WHILE LATERAL FILLS
BAS' OF 5.0' TANK (H-__iQ_-) 4.75. Q POUR 1.5 CU. FT. - _-•.'`�,-
F00 W AT EL. WATERPROOF 3000 PSI CONCCLASS �, - M%TR sr.
( GAs p p SOILS P# CKSCENT CT.4.4' MI 4;MSUPPLIED BY SEPTITECH O THRUST BLOCK1.5"OSCH40 LATERAL � OC81- p p 1 M)N BAFFLE AROUND CONNE__.__O__._._•___--._._____.___-._.-._______._-.___._._._. ._. �___. _ 1p7(TYP.) _ /LERNATE TOP &BOTTOM-•'^_.-__.--�^•^-__F(2�: SLOPE) 6 CRUSHED STONE OR MECHANICAL INVERT LEVEL AT 7.9'LOT J7 • G
NOTE: FOUNDATION DESIGN , COMPACTION. (15.221 [2]) - 60" O.C. WITH SHIELDSNOTE: F U DEPTH OF FLOW = `} BOTTOM LEACHING LEVEL AT EL. 7.4' ELEV. LOCUSBY T(�S" SLOPE) (� X SLOPE) H 4D PVC MANIFOLD ,
5 5_7. O" Q 6.3'
TEE SIZES: � _ -
INLET DEPTH = 1D„ 2'OSCH40 PRESSURE LINE FROM PUMP PIT - -
0 0
OUTLET DEPTH m 14" .005 PF /Fr MIN. 7, 6„ LOCATION MAP NO7 TO SCALE
USE GROUNDWATER EL 2.4' + A/E A/E
4
1.5'0 SCH-40 PVC LATE
ASSESSORS MAP 3RAL ORIFICE SHIELD OS150CW LS LFS PARCEL 264,
ORL'NCO SYSTEMS INC
r
- *SLOTS
-800-348-9643
UAL
1/4"e HOLE AT S' O.C.I
SNAP-ON
ALTERNATE BETWEEN TOPSHIELD
& BOTTOM OF PIPE.
EXACT DIAMETER HOLES DRAINA
SHOULD BE SHOP DRILLE
A DRILL PRESS TO ENSURZ
UNIFORMITY. REWOV SuRus
15" 7.5YR a/2 t1„ tOYR 5/2 ZONING DISTRICT: RS 40 265
"MONITORING WELLS SET ON LOTS 2 & 3 (ON 3, IN AREA OF PROPOSED LEACHING AREA), AND HIGHEST YARD SETBACKS:
READING USED OVER N EW MOON TIDAL CYCLE AND DURING WET TIME OF YEAR Bw Bw FRONT = 30'
LMS LMS SIDE = 20'
REAR = 20'
36" 7.5YR 4/4 2.7' 7.5YR 4/4 PLAN REF. - 198/111
"
PRIOR TO PLACING PIPE. ORIFICE
SHIELD DETAIL
-
32
3.63' FLOOD ZONE: A11 EL. 11
NOT TO SCALE
c
G
LOT COVERAGE: 6%
FS
56"
obs. water
1:0' 61
FS
s. w
obs. water
NOTE: LOTS 2 AND 3 ARE TO BE
1.2'
COMBINED UNDER AN "APPROVAL
NOT REQUIRED PLAN" PROCESS
1OYR 5/4
2.5Y 6/4
98" -2.5 102"
-2.2'
NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED
+ 6.6
DESIGN FLOW: _3 BEDROOMS ( 110 GPD) = 330 GPD )
1 • DATUM IS NGVD
EB 65 BENCHMARK -CTR. OF CATCH
USE A 330 GPD DESIGN FLOW
2. MUNICIPAL WATER IS AVAILABLE
BASIN ELEV. = 6.11 (NGVD)
SEPTIC TANK: 330 GPD ( 2 ) = $60
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
!
I
i
USE A 1500 GALLON SEPTIC TANK
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE
(NOT TO SCALE)
SMALL
LEACHING:
JOINTS TO BE MADE WATERTIGHT.
6.
AREA
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
6.3 DRAINS
N/A
SIDES:
ENVIRONMENTAL CODE TITLE V.
3 4'B LOT 1
2a
'
AREA = 483 SF .74
BOTTOM: - ( ) = 357 GPD
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
J
�r
7 ry
TOL• 483 S F 357
TA
8. PIPE FOR SEPTIC SYSTEM TO SCH 40-4" PVC
GPD
U] 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
p �ti• '
I �� USE PRESSURE DOSED LEACH FIELD IN
+ a CONFIGURATION SHOWN (SEE DETAIL) F
417'f HEALTH AND SS 0 . L,7AIN .-
SPECTION BY BOARD OF ALT PERMI I �I. 0�
3 •T C" _ _, ROM BOARD OF HEQ'=TH
•ELECT`�iCiJ,�;<IAI I.C4Uli..p. -.
+5.1 PROP, DWELL. W ` !� 11. ALL ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS/TRENCHES
k
+ ss + s, c a• 12. SIGNED MAINTENANCE CONTRACT REQUIRED TO BE SUBMITTED
PRIOR TO ISSUANCE OF PERMIT.
LOT 2 S + 4.6 °`� okn 1, 13. PROVIDE STANDARD TESTING QUARTERLY FOR FIRST YEAR
14966+/- SQ. FT, " ZX LEGE WITH RESULTS TO BE SUBMITTED TO HEALTH DEPT,
� �' � (UPLAND) �� �` _ � `fl •� 6.s .� Ci7 '
THE FOLLOWING PARAMETERS SHALL BE MONITORED`. PH, BOD,
5 40 "' STAIR oo �� 100.0 PROPOSED SPOT ELEVATION TSS, 7KN, NITRATES AND NITRITES EVERY TIME THE SYSTEM IS
w ' MONITORED. THE WATER METER READING SHALL ALSO BE
- � 100x0 EXISTING SPOT ELEVATION RECORDED.
I ,�3.9 / 0 11 9 Ln r - PROP. 1500 GAL, SEPTIC TANK 100 14• INITIAL 2 YEAR CONTRACT REQUIRED WITH SEPTITECH FOR
8 3 �K 26 -5 + s.7 (SUPPLIED BY SEPTITECH) PROPOSED CONTOUR MAINTENANCE AND TESTING, YEAR TO YEAR CONTRACT REQUIRED
3v S as- - - 7 9 THEREAFTER. CONTRACT TERMS TO BE APPROVED BY HEALTH DEPT.
2.1 ale 50• ' -PROP. SEPTITECH PROCESSOR 100 - EXISTING CONTOUR
M UNIT MODEL M40ON 15. INSTALLATION TO BE IN ACCORDANCE WITH SEPTITECH
k 393'* - A ® O SPECIFICATIONS AND CERTIFICATION BY SEPTITECH RECUIRED,
/ TH1 OO � 6.3
4.1 mm �- - FROM SEPTITECH
,!e L � UNIT
/ 802,6, TITLE 5 SITE PLAN
K 3.3 OF LOTS 2 & 3 SOUTH STREET
h i 1 IN THE TOWN OF:
3 .c 0EELLE•VAATION8.4'.NG BLOCK WALL, PRO DE 40 MIL SER "� � (SOUTH) YARMOUTH
1,8 •{ 3.6
LOT 3 AROUND PERIMETER OF SAS (AT 5' OFF),
TM2 ( J TOP EL. A7 0.4', BOTTOM AT EL. 4.4' M4* SCH 40 ANIFOLD PVC
SQ. FT. po I A PREPARED FOR: ARTHUR FORZIATI
+ 6.3 ` �
3E ' (UP AND 4,
1
348'1 1
Ak
i
1 4.2 fpp 1.5' SCH. 40 30 0 30 g�-0 -- 90
/jam- LATERALS(TYP) ^�
1 7 1 rp 1
2.0 F VARIANCES REQUESTED: i "�-
SCALE: 1"= 30' DATE: NOVEMBER 25, 2002
YARMOUTH REG. 3.7: PRIMARY SAS TO BE 80' FROM EDGE OF `` TTYP ESTPRESR
SUE _�.„�` 'BEV. 12/30/02 (FAST)
WETLAND (20' VARIANCE): RESERVE TO BE 53' FROM EDGE OF 21.5
WETLAND (4FIN. GRADE FOR i", In OF REV, 6/10/03 (SEPTITECH)
• T VARIANCE). NOTE: IF PRIMARY SHOULD FAIL. IT IS ALL LATERALS
LOT 4 Mq ;�a�%'` '(1J• REV, 6/24 _
3L TO BE REPLACED IN ITS ENTIRETY. WITHIN SAME AREA PRESSURE DOSE FIELD DIMENSIONS ELBOWS PROVIDE SWEEP -�`'�� ERNE J��3. ARNE H, y�yG REV. 6/30/03 (NOTES))
' (NOT TO SCALE) H. o OJALq
15.211: REDUCTION IN SETBACK, PRIMARY AND RESERVE SAS
TO 4') O�� °•' CIVIL
TO PROPERTY LINE (10' G No. 26346 oalE n No. 30792 w
�`s F7Cr5i �� aar% POf STE �4tQ
�41 ,,per_O L t
ttYTNE" H. OJALA, DA -
�!I ��
- REOUIRED INSPECTIONS AND CERTIFICATIONS • !
i
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS NJ SFP2 4 2003 � I�
COMPLETE.
2.ER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY -
DEPOSITED _ 2
3. ENGINEER SHALL STAKE PROPOSED WALL r ff{
4. ENGINEER SHALL INSPECT SOS-362-4541SPECT AND CERTIFY WALL AND SEPTIC COMPONENTS Offfox 508 362-8880
I -
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT - L�OWY) CQp[-' eY)giY)E'erii?g, inc.
RETAINING WALL AND SEPTIC SYSTEM HAVE
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
PLAN. CIVIL ENGINEERS +
LAND SURVEYORS
APPROVED DATE
z_ MA 939 Main St. yarrlouth, ro, 02675