HomeMy WebLinkAboutSite and Septic Plan - BHDC-24-115 61838 \ — 30 EXISTING CONTOUR ;r
N/F MAIL OB x 30.46 EXISTING SPOT GRADE
FIFTEEN SUNSET PINES TRUST BOX
APPRONRON NE w 8 PROPOSED CONTOUR
MICHAEL J. & LORAINE M. NEVULIS TRUSTEES N r e
DEED BOOK 34721, PAGE 33 (, j 28.2 PROPOSED SPOT GRADE
ASSESSORS MAP 69 PARCEL 18 \ UCZ)
15 SUNSET PINES ROAD _ W w —
O W— PROPOSED WATER MAIN
_ \ �L
3 p\\ o G' 1\ Z Z —W— PROPOSED WATER SERVICE
gy
S 10'11'14" W E \ \ 4u l o LOCUS n o
5.59' �q0� G / (� \\ '' o �HW— EXISTING OVERHEAD WIRES
LAMP ��py �� /� rQ°�I \\ 7 o ,"'•„'
#15 ow, TEST PIT •`w,e
DWELLIING as°P� yh �o�,� �,9% O F°A�P� \ a LEGEND
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� � Gip OG 05%:5^J 1 'y �' 'off '�` \\ v�i A u „ • „
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° ' M 3 bs. °o �� \_ 9' u LOCUS MAP
\ � I 1� � 2
--PROPOSED D1 a HOUSE SEPTIC �o
l 3 - POST 1 otea°sV\ 10,90
,EASEMENT P-3'0 % ��Ov BENCHMARK: GENERAL NOTES:°
10
h TP-a P-a CONCRETE BOUND 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
qo ELEV.=29.27 BOARD OF HEALTH AND THE DESIGN ENGINEER.
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POSnED FOG PO p 2/��q�� i'r��y �t^Q 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
a• y �•' 9� \ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
EASEMENT /, / \ LOCAL RULES AND REGULATIONS.
o,_ 2/10� EOG 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFIILED PRIOR
\ PROPl)S? " DER IVEWAY \ TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
REBAR & \�—_--146USE (� \.;.;. �..'� ' \ DESIGN ENGINEER.
GAR. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
CAP SET T.O.F. EL.=31.0 \\ T.O.S. \ .:. °° FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
28
\ =30.2 ENGINEER BEFORE CONSTRUCTION CONTINUES.
---- ---
--- m \ \0
p �A��S• HOC Up 5. ALL ELEVATIONS BASED ON NAVD88.
566-1 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
N• - _ \ \ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
/R HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
N/F _ - -_� \\�i �'.: �'� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
TOWN OF YARMOUTH __------_ 2 \` :. i 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED SEPTIC
DEED BOOK 323, PAGE 53" �� SYSTEM.
s,
ASSESSORS MAP 69 PARCEL 15 m RESE VE
INDIAN MEMORIAL DRIVE 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
? \\AREA i~ �� ��� CB AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
0
0 �$• ---Q.�"_� \��� !�\ 2 i� 5 STOCKADE FND O\ DIRECTED BY THE APPROVING AUTHORITIES.
L �\ �i FENCE y 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
OF y ♦ \i \ -- �( THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
TOTAL-L_0T---__ Ar, Y \ CONSTRUCTION.
13HANE esGd 25 _s� _---_AREA = ���s• 27 &OO P\1� OFSJ7C 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
M. Ale 1S2a0 ' _.F.,� �� 1'\ • 3``' 9G IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
o MALLON �, 0.30t AC �� � ? p1� o PETER T. ✓ REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
U NO 48687 4 _ �•_ �\ B -� yy #139 McENTEE y 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
a 2 ------- c�5° EXISTING v CIVIL INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
�p 109
SsstlRrl 23 ---- 24 GATE DWELLING No.C3S1`>
2 1 N/F MAP ID 69-17
22 -- — �\ CE
DEED BOOK 35799, PAGED 145 S�(Z 3 •
— 21 N FFNG� ASSESSORS MAP 69 PARCEL 16 PROPOSED SEPTIC SYSTEM SITE PLAN
21 N 139 INDIAN MEMORIAL DRIVE ZONING CLASSIFICATION: R40
20 _ \\ CURRENT MINIMUM ZONING REQUIREMENTS SUNSET PINES ROAD, SOUTH YARMOUTH, MA
OWNER OF RECOR LOT AREA = 40,000 SF Prepared for: Repurpose Properties LLC, 55 Main St, Buzzards Bay, MA 02532
NEVULIS, MICHAEL J. WIND ZONE CATEGORY-Exposure B LOT FRONTAGE = 150' Engineers: Surveyors: SCALE DRAWN JOB. NO.
15 SUNSET PINES ROAD CB FLOOD HAZARD DESIGNATION FRONT SETBACK = 30' Engineering Works, Inc. MMLLON LAND SURVEYING LLC 1"=20' P.T.M. 136-24
SOUTH YARMOUTH, MA 02664 FND MAP NO. 25001CO587J SIDE/REAR SETBACKS = 20' 12 West CrossBeld Rood 8 Commons Drive
DEED BOOK 30766, PAGE 180 EFFECTIVE DATE: JULY 16, 2014 MAXIMUM BUILDING HEIGHT = 35' Forestdole, MA 02644 Comer, MA 02330 DATE CHECKED SHEET NO.
PLAN BOOK 130, PAGE 7, LOT 2 ZONE X MAXIMUM LOT COVERAGE = 25% (508) 477-5313 (50e) ass-ozas 5 23 24 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < 27.0
FOR A DISTANCE OF 15' AROUND THE SOIL LOG
SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S.
INSTALL RISERS & COVERS OVER INLET & INSTALL WATERTIGHT RISER & PROPOSED S.A.S. DATE: FEBRUARY,27 2024
OUTLET AND SET TO 6' OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND SOIL EVALUATOR: PETER McENTEE PE, SE-1542
TOF=31.0 SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT WITNESS: BARRY LEWIS HEALTH AGENT
F.G. EL.=30.2t F.G. EL.=30.0t F.G. EL.=30.0t F.G. EL.=29.5t ELEv. TP- 1 DEPTH ELEV. TP-2 DEPTH
MAINTAIN 2% SLOPE OVER S.A.S. -
. . . , . . . . ?a. i h. . . . . SJ 30.0 A 0" 30.0 A 0
LO
L = 10' L = 33' L = 5' 10YRA3/4 10YRA3/4
® S=1% (MIN.) 0 S=1% (MIN.) ® S=1% (MIN.) 29.1 29.1 „"
4"SCH40 PVC _ 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" B 8
DOUBLE WASHED STONE SANDY LOAM SANDY LOAM
10'I 14' g aaa�aaa (OR APPROVED FILTER FABRIC) 1OYR 5/8 1OYR 5/8
INV.=27.75 48" UQUID DEPTH ®aBaBee --3/4" TO 1-1/2" DOUBLE 28.0 C 24" 28.0 C 24"
LEVEL ,I WASHED STONE
ADD GAS BAFFLE INV.=26.77 PROPOSED 4' 4.8' 4'
INV.=27.50 D-BOX INV.=26.60 EFFECTIVE WIDTH = 72.8'
H-20 INV.=26.50
INV.=28.00 PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS MED. SAND MED. SAND
H-10 SURROUNDED WITH STONE AS SHOWN 2.5Y 7/3 2.5Y 7/3
NOTES: H-20 RATED
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP CONC. ELEV.=27.1t
INVERTS, PRIOR TO INSTALLATION. BREAKOUT ELEV.=27.00
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND INV. ELEV.=26.50 kease
eases
TRUE TO GRADE ON A MECHANICALLY COMPACTED aaaaaaaaaao
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STABLE BASE OR OR SIX INCH AGGREGATE BASE, AS BOTTOM ELEV.=24.50 78.5 138" 18.5 138"
SPECIFIED IN 310 CMR 15.221(2). 4' 2 x 8.5'=17.0' 4' PERC RATE <2 MIN
3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' MIN/IN. ("C" HORIZON)
4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE PERVIOUS MATERIAL NO GROUNDWATER ENCOUNTERED
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 5' (MIN.) ABOVE G.W.
LEACHING SYSTEM SECTION
BOTTOM OF TEST PIT, EL.=18.2 r ELEV. TP-3 DEPTH ELEv. TP-4 DEPTH
29.9 q O" 29.9 A 0"
29 R 4/2 7 293
SEPTIC SYSTEM PROFILE LOAMY SAND LOAMRY AND 7
e e
LOAMY SAND LOAMY SAND
,OYR 5/8 10YR 5/8
DESIGN CRITERIA 5.33' 27.7 G 26" 27.7 G 26"
9.0, PERC PERC
.NUMBER OF BEDROOMS: 3 BEDROOMS D BH BALc. 18"/34" 18"/34"
4.
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) 45.17' 0 1.33'
DESIGN PERCOLATION RATE: <2 MIN/IN MED. SAND MED. SAND
DAILY FLOW: 330 GPD ,^ 2.5Y 7/3 2.5Y 7/3
DESIGN FLOW: 330 GPD
GARBAGE GRINDER: NO-not allowed with design
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
o TOTAL AREA=2275 SF
.74 GPD/SF 17.2% LOT COVERAGE 18.2 140" 18.2 140"
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PERC RATE <2 MIN/IN. ("C" HORIZON)
PROPOSED D-BOX: 1 INLET, 1 OUTLET (MINIMUM), H-20 RATED NO GROUNDWATER ENCOUNTERED
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES M
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES PROPOSED SEPTIC SYSTEM SITE PLAN
SIDEWALL AREA: 2(12.8' + 25.0') x 2 = 151.20 S.F. 23.33' m PORCH o 7 SUNSET PINES ROAD, SOUTH YARMOUTH, MA
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. � 1067 Prepared for: Repurpose Properties LLC, 55 Main St, Buzzards Bay, MA 02532
TOTAL AREA:..............................................................471.2 S.F. Engineers: Surveyors: SCALE DRAWN JOB. NO.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.6 GPD BUILDING FOOTPRINT Engineering Works, Inc. NALLON LAND SURVEYING LLC N.T.S. P.T.M. 136-24
12 West CrossReld Road 8 Commons Drive DATE CHECKED SHEEr NO.
Forestdole, MA 02644 Corver, MA 02330
(508) 477-5313 (508) 465-0285 5/23/24 P.T.M. 2 of 2