HomeMy WebLinkAbout162 Springer Ln septic planLOT COVERAGE NOTES
EXISTING PROPOSED MAXIMUM ALLOWABLE
BY STRUCTURES 14.8% 15.6% 25%
LEGEND
BOUND WITH DRILL HOLE FND •
EDGE OF CLEARING 2222=
EXISTING GRADE -1 o
EXISTING SPOT GRADE 10.9
EXISTING DECIDUOUS TREE
EXISTING CONIFER TREE
CB w/DH_
FOUND ,
APPROXIMATE LOCATION
OF EXISTING WATER
SERVICE
SUP
\�--ELEC. BOX
APPROXIMATE
iy LOCATION OF
EXISTNG
SERVICE GAS
ti
P c A
st.
OF Q O'S� X 12.6 14X2
O. �h
12.s �? N/ F x �
PROPOSED NEW METER JAMES H. &
\ PORCH 5.0'x36.1' ly DEBORAH M. CAOLA
14X4
„ \ rb O
O
`�� GAS
X 13.4 TP 0� I METER
Q 2� AC
0 13 5 x 0 ; 9' OD ++ EXISTING SEPTIC TANK & D-BOX
O ,�O• TO BE PUMPED DRY, REMOVED
1�\X 12.1
p OVERHANG �OQ I �Ca G \ AND DISPOSED OF OFF SITE.
F
PROPOSED NEW -
ENTRY PORCH
5.3'x13.9'
PROPOSED
COBBLE APRON
� r
N
N /F
FRANK E. & MARY s�sr.
ELLEN ZAPPUILLA
EXISTING LEACHING PITS TO BE PUMPED
DRY, CRUSHED & FILLED WITH CLEAN
BULKHEAD �` SAND AND ABANDONED OR REMOVE AS
O REQUIRED FOR CONSTRUCTION,
X 12. C'py\LOCATION PER TOWN RECORDS.
Cobb
PJ / X 11.5
0 12.9 o ��C�•'t11.9 x
INSPECTION CB w f DH
AC FIRE PIT ,. a �d L'p�`�/ PORT (TYP. OF 2) / FOUND
PAD TO BE �':f 6 )T 44
RELOCATED b 0.
16,597f S.F.
b
w LEl
BA Y
LOCUS MAP
NOT TO SCALE
DESIGN DATA
1. TYPE OF ESTABLISHMENT: 5-BEDROOM SINGLE FAMILY RESIDENCE
2. SEWAGE SYSTEM DESIGN FLOW: 110 GALLONS PER BEDROOM = 110 x 5 = 550
GPD
3. NOTE: THIS SEPTIC SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER
4. SEPTIC TANK CAPACITY REQUIRED, MINIMUM OF 200% OF DESIGN FLOW OR
1,500 GAL.
= 200% x 550 GALLON = 1,100 GALLON (USE 1,500 GALLON TANK)
5. DESIGN PERCOLATION RATE: ASSIGNED LESS THAN 5 MINUTES PER INCH
6. SOIL ABSORPTION SYSTEM TYPE: CHAMBER SYSTEM
7. LEACHING AREA REQUIRED: MINIMUM 550 GPD / (0.74 GPD/S.F., CLASS I SOIL) _
743 S.F.
8. LEACHING SYSTEM PROPOSED: 61.0' LONG x 10.83' WIDE x 11" HIGH SYSTEM
BOTTOM AREA PROPOSED = 10.83' x 61.0' = 660.6 S.F.
SIDE AREA PROPOSED = 2 x (10.83' + 61.0') x 1 V = 131.7 S.F.
TOTAL AREA PROPOSED = = 792.3 S.F.
9. LEACHING SYSTEM CAPACITY PROPOSED = 792.3 S.F. x 0.74 GPD/S.F. = 586.3 GPD
PROPOSED NEW RINSE-/ "� �' N f F NOTICE
STATION ENCLOSURE , / a 18" ��' +� �%
h
/ O + RICHARD & THIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE
PROPOSED 2' DIA. DRYWELL k' i` X12.2 ELISABETH BOUWMAN OTHER THAN HOLMES AND MCGRATH.
F STONE ALL AROUND
WITH 2 O . \ 12.0 x
FOR RINSE STATION. " \ Q-P UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO
G PERSON OR PERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE
1,500 GALLON SEPTIC \"�- \ CB w f DH
TANK (H-10) INSPECTION FOUND INFORMATION CONTAINED HEREIN; AND THIS PLAN REMAINS THE PROPERTY OF HOLMES
AND MCGRATH.
PROPOSED SEPTIC SYSTEM (8) - HIGH
PORT \
+ COPYRIGHT (C) BY HOLMES & MCGRATH. ALL RIGHTS RESERVED
++ y7, ,yJ
CAPACITY INFILTRATORS (H-20) WITH 4'
OF DOUBLE WASHED CRUSHED STONE \. Drj, •tNaFn�q DATE DESCRIPTION DI'C1Wn it@CIC
,c
ALL AROUND. 10.83'W x 61.00'Lx16"D ++F,�, x 12.0 O� N/F o� y V
R E�/ I S 1 O N S
(SEE DETAILS SHEET 2) �` �p�� DAVID & MARY N. DOUGLAS f�
STAKE ELLEN BOTTING sCHNEIDER PLAN
CB w f DH No. 4738,3
w/TACK-
SET ,,_-_,FOUND pR°FE�s�a�A OF PROPOSED SEWAGE DISPOSAL SYSTEM
NOTES �"o suRv��o
� .� PREPARED FOR THE
1. HOUSE NUMBER: 162 SPRINGER LANE tip' `� M ORRI SON FAMILY TRUST
2. ASSESSORS NUMBER: 23-346 ' , LOT 44, #162 SPRINGER LANE
3. ZONING DISTRICT: R-25 DETAIL ,/ IN
4. FLOOD HAZARD ZONES: X (500 YEAR) NOFtijq WEST YARMOUTH, MA
5. BENCHMARK: AS SHOWN
6. TOPOGRAPHIC INFORMATION BASED ON ANc�
O N. DOUGLAB � ,
ON THE GROUND INSTRUMENT SURVEY. � SCHNEIDER SCALE: 1 =20 DATE: JUNE 13, 2022
7. ELEVATIONS SHOWN ARE BASED ON THE GRAPHIC SCALE o CIVIL
No. 38540
NORTH AMERICAN VERTICAL DATUM 1988 20 10 0 20 60'o,�R�c,$�t�°`� h0�1'i'1@S and mCgratfl
8. REFERENCE: PLAN BOOK 120 PAGE 89
PLAN BOOK 36 PAGE 131 ry civil engineers and land surveyors
IN FEET) 205 Worcester court -suite a4 •falmouth, ma • 02540
DEED BOOK 25423 PAGE 151 508-548-3564 www.holmesandmcgrath.com
=
9. WIND EXPOSURE CATEGORY: B 1 inch 20 ft. DRAWN: JJF, LAC CHECKED:
10. LOT IS LOCATED IN A -WIND BORNE DEBRIS REGION ,. ,.s �_ v.<< JOB NO: 221274 M. NO.: 89-4-82 SHEET 1 of 2
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