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EXISTING CONTOUR: ---- SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION
ROUTE 6 PROPOSED CONTOUR: •---•••••...
EXISTING SPOT ELEVATION: 25.5 2" PEASTONE OR FILTER FABRIC
FLOW ESTIMATE: FIRST FLOOR COVERS WITHIN 6" 3/4" - 1 1/2" DOUBLE
.QoFsFy� BLUE ROCK RD PROPOSED SPOT ELEVATION: 25.5 105.25
O 3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY OF FINISHED GRADE WASHED STONE
9GAI TEST HOLE: FOUOF
NDATION
ti UTILITY POLE: -O- �-+Lm�v,+ INSPECTION PORT
ELEV
FENCE LINE: SEPTIC TANK: FINISHED G �v
RADE ELEV.= 102.33
►- HYDRANT: -b- 330 GAL /DAY x 2 DAYS = 660 GAL 1 /8" ear ft 3 MAX. " " >++ . a •; ++ +
N RETAINING WALL: 0 101.42 „ COVER
? USE 1500 GALLON SEPTIC TANK � 1/8 per ft 1 MIN m
(EXIST NG) a 101.91 1/8" per ft )
Z
LOCUS LEACHING AREA: ELEV.
L C 101.7 101.53
34.5' USE 5 -125 GALLON CHAMBERS (6,V x Tx 12" EFF. DEPTH) WITH 102.16 ELEV, ELEV ° ° ° ° ° ° 100.5
LOCATION MAP ELEV. D -BOX
LOT 2 (29,156 SF) 4' OF STONE AROUND SIDES AND 2' AT ENDS (34.5' x I Tx 12" DEEP) (6 OF STONE UNDER OR 2 4 2.4 ELEV,
ASSESSORS MAP: 100 PARCEL: 26 0 .I TTTT� 1500 GAL MECHANICALLY COMPACTED) 34.5' x 11'
PLAN BOOK: 202, PAGE: 99 ^i SIDE AREA: (34.5' + 11') x 2 x 1 = 91 SF (0.74) = 67 GAL/DAY RAI` E: EXISTING OUTLET SEPTIC TANK
PIPE 11", TOELEV.-102.32" OF STONE UNDER OR 1 5 -125 GALLON CHAMBERS (ACME LC -6) q, j
LEACH AREA DETAIL BOTTOM AREA: 34.5' x 11' = 379 SF (0.74) = 280 GAL/DAY ECHANICALLY COMPACTED) ELEV. W2 AT EONFDS 0(34.5x 11 AROUND
DEEP) D
TEE SIZES.
CAPACITY = 347 GAL/DAY INLET: 6" S.
13" DOWN GAS BAFFLE
OUTLET: 6" UP, 14" DOWN AT OUTLET TEE ADJUSTED GROUND WATER ELEVATION = 96.5
N
REQUIRED VARIANCE FROM TITLE FIVE:
� �-✓J LEACH AREA TO BE LESS THAN V ABOVE GROUND WATER (VARIANCE OF 1.0'),
TEST HOLE LOGS
TH-1
104.5
ELEV.
1. SECTION 15.212:
DECK
0/A HORIZON
Permit valid for REPAIR- OF' SEPTIC SVSTFm
SH
DECK bh
ENGINEER: THOMAS McLELLAN, P.E.
LOAMY SAND
10YR 4/3
ONLY, dire to State and Local septic variances.
MUD
KITCHENBATH BED
WITNESS: AMY VON HONE R.S.
9„
103.8
Board of Flealth review and approval is required for
ROOM
DINING ROOM
B HORIZON
LOAMY SAND
any fufurc adilitionslreno� ations/alterations to
BATH
DATE: 12--13-18
34"
10YR 5/8
sewage facilities and/or structures/dwelling.
LIVING
PERCOLATION RATE: < 2 MIN/IN
101.7
Yarmouth llealth Departin nt
ROOM BED BED
ROOM ROOM
C HORIZON
MEDIUM SAND
2.5Y 7/4
1.USGS
AP.� ICIV D
GROUND WATER ADJUSTMENT:
WELL: A1W-247, ZONE: B, ADJ. (NOV.): 2.7'
120"
OBSERVED
94.5
garage
orc
USE ZADJUSTMENT PER BOH
-AjADJUSTED
wd%
GROUNDWATER ELEV.= 96.5
GROUND WATER
/ 7-
J
E
109"® Sto'
06 105
108
107
C
109 �,' 1 r� �,� p�
ST
Ole
108 t J ►��'' \
J pa
t% h
Shed ` fire pit
mIn
107 pE
(104.6
�I
th-1
BENCHMARK AT
RIGHT CORNER
OF BULKHEAD
ELEVATION = 101,20
104
102
ONW.
101
h � �� �
o z N
w�
/;jm-
102 f-
LL1MQ�Q
10315(
�
Q
104
GARAGE ��•.,� ,
UR��E \` .
N 7g 556833;, W 106 Stockade ^�_, _/ �I
-Fence 20" oak a 105--.--,'
_ 105 , 4
rn
106
EXISTING FLOOR PLAN
tiS11Ut-MASS q .�
TERRY
ANN
WARNER �
No. 33721 is
I .
n -la 100E=P
APR 2 4 2019
HEALTH DEPT.
NOTES:
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE -TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
5. PIPE PITCH = 1/8" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3' WITHOUT VARIANCE.
11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA.
12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE
PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY
REPRESENT A FULL DETAILED PROPERTY SURVEY.
13, EXISTING CESS POOLS ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
15. PROPOSED PLUMBING CHANGE, (RAISE BY 11") TO BE CONFIRMED PRIOR TO CONSTRUCTION,
Sin JF�?S�,
Ti10h4AS J.
LIxLELL AN
CIVIL
. Rc.3a471
1 WINS w M \, --.III
THOMAS J. MCLhiA AN, P.E.
SITE PLAN
LOCATION:
9 ANGELOS RD., S. YARMOUTH, MA
PREPARED FOR:
JIM MCGOVERN
DATE: 12-17-18 SCALE: 1" = 30'
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-364-9048