HomeMy WebLinkAbout29 Kathy Ann Road Site and Sewage PlanLOCUS �� ASSESSORSKAP: ao TEST HOLE LOGS NOTES:
PARCEL 56
,�•�. �ol�
I. VERTICAL DATUM: ASSUMED FROM QUAD (HCVD +/-)
CURRENT ZONING: R- 0 (1960 SUBDIVISION) ENGINEER: THOMAS .UcLELLAN, P.E. 2. MUNICAPAL WATER IS AVAILABLE.
WITNESS: AkfY VON HONE, P..S.
BUILDING SETBAC 'S': l 3. SCHEDULE 40 - 4° PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
F: 30' S{ 6` R: 20' N DATE: 9-13-01 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10
N PERCOLATION RATE: < 2 MIN/IPJ LOADING SPECIFICATIONS.
FLOOD ZONE: C 5. PIPE PITCH = 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
TH-1 274 29A TH-2 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
r` ELEV. ELEV, 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
c*'�o o/A/E HORIZON 0/A�E HORIZON USE OF A GARBAGE DISPOSAL.
�. LOA SAND LOA",! ' SAND
12" fOYR 3/3 26.0 12" 10YR 3/3 28.0 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
B HORIZON B HORIZON STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
LOCATION MAP 3s. LOAMY
SAND LOAMY
R Y S
SA
ND
HEALTH REGULATIONS.
LOT AREA I 24A 3s' 2s.o 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
C tloRlzoN c xoxrzoN
20,277 ± S.F. FINE SAND FINE SAND TO CONSTRUCTION.
(0.47 ± AC.) 2.5Y 7/4 2.5Y 7/4 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
1f. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
144" t.SA f5o" 16.5
NO GRCUND WATER ENCOUNTERED
%SHED
254 26 27 28 29 O D""E� R'C
♦ ` \ ♦ ♦ 232. 00' 32
23` ♦ ♦ \ ♦ \ . ♦ - - . ♦ 32
m r ♦ � ♦ � {- � : ♦ I'ROp ♦
IAN
Nc Y
♦ ♦ � � ` ` � � � end: gps ♦
mom\ \ `♦ `\ � ♦ `♦ '�: � ` ♦ ♦ �
. -.:;....:_.•.-...x..:31- I
\ 22 /
23 24 25 26 l 170 00, 185'
27 ` FENCE ,{
28 ` Y
29
30 29.7
DfiE� NC
BENCHMARK AT
PK NAIL
ELEVATION s 30.0
KEY:
EXISTING CONTOUR: - - - -
PROPOSED CONTOUR:
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
0UTILTEST HOLE: -0-
UTILITY
ITY POLE: -0-
FENCE LINE: - -
HYDRANT: ••b -
RETAINING WALL.
TREE:
DM # 01_56
(, 32.5
Q TOP OF FOUNDATION
28.0 f500 GAL
ELEV. SEPTIC TANK
Z29.6 (6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
DEMARxST-MGLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE t. FAX : (508) 398-7710
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
COVERS WITHIN 12' OF
FINISHED GRADE
ONE INSPECTION COVER
0 BE WITHIN 6" OF GRADE)
27.75 t
ELEV.
16'
f0 DECK
0'
PROPOSED
24
3 BEDROOM 26'
DWELLING
CAR. 2,
14' 16 fOs
19.5'
PROPOSED DWELLING
2" PEASTONE
314--1 112-
3' MAX. WASHED STONE
COVER
ELEV: 26.0
D -BOX 27.5
27.67 (6" OF ELEV.
ELEV. STONE
UNDER)
25.17
GAS BAFFLE
AT OUTLET TEE ELEV
vi e F. I A 23.17
3 H ELEV.
< 28'
2- 500 GALLON CHAMBERS WITH 3' OF
STONE ALL AROUND AND 5' BETWEEN
(28'x 10.8'x 2' DEEP)
SITE AND SEWAGE PLAN
APPIOVED BY: DATE:
LOCATION.•
i
29 KATHY ANN ROAD
�`,�' `♦w 4�, SOUTH YARMOUTH MA
Z f,
� . S ,o �1f PREPARED FOR
�
D A EoT, v. rti
No 3G853 J
PATRIOT BUILDERS
'n^°2 4f. f68i
o -h gl Yf%4s,,
SCALE: 1" = 30' DATE: 101021
REFERENCE: PLAN BOOK 165 PAGE 5
THOMAS Mc tLLAN, P.E. JOHN Z. DEMAREST JR., P.L.S.
SEPTIC SYSTEM DESIGN
FLOP' ESTIMATE:
3 BEDROOMS AT 110 GAL/DAY/BEDROOM =33, GAL/DAY
SEPTIC TANK:
33-0 GAL/DAY x 2 DAYS = 660 CAL
USE 1500 GALLON SEPTIC TANK
[�
�(~
LEACHING AREA:
Q
USE 2- 500 GALLON CHAMBERS WITH T OF STONE
ALL AROUND AND 5' BET: EEA: (28' x 10.8' x 2'
DEEP)
SIDE AREA.- (28 + 10.8)2 x 2 = 155 (.74) = 115
GAL/DAY
BOTTOM AREA: 28' x 10.8' = 302 SF (.74) = 223
CAL/DAY
CAPACITY = 338
GAL/DAY
SEPTIC SYSTEM SECTION
(, 32.5
Q TOP OF FOUNDATION
28.0 f500 GAL
ELEV. SEPTIC TANK
Z29.6 (6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
DEMARxST-MGLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE t. FAX : (508) 398-7710
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
COVERS WITHIN 12' OF
FINISHED GRADE
ONE INSPECTION COVER
0 BE WITHIN 6" OF GRADE)
27.75 t
ELEV.
16'
f0 DECK
0'
PROPOSED
24
3 BEDROOM 26'
DWELLING
CAR. 2,
14' 16 fOs
19.5'
PROPOSED DWELLING
2" PEASTONE
314--1 112-
3' MAX. WASHED STONE
COVER
ELEV: 26.0
D -BOX 27.5
27.67 (6" OF ELEV.
ELEV. STONE
UNDER)
25.17
GAS BAFFLE
AT OUTLET TEE ELEV
vi e F. I A 23.17
3 H ELEV.
< 28'
2- 500 GALLON CHAMBERS WITH 3' OF
STONE ALL AROUND AND 5' BETWEEN
(28'x 10.8'x 2' DEEP)
SITE AND SEWAGE PLAN
APPIOVED BY: DATE:
LOCATION.•
i
29 KATHY ANN ROAD
�`,�' `♦w 4�, SOUTH YARMOUTH MA
Z f,
� . S ,o �1f PREPARED FOR
�
D A EoT, v. rti
No 3G853 J
PATRIOT BUILDERS
'n^°2 4f. f68i
o -h gl Yf%4s,,
SCALE: 1" = 30' DATE: 101021
REFERENCE: PLAN BOOK 165 PAGE 5
THOMAS Mc tLLAN, P.E. JOHN Z. DEMAREST JR., P.L.S.