HomeMy WebLinkAboutEngineer PlanTOP OF FOUNDATION
.I
24'9IAMt7fR CONCRETECOVER5
RAI5W TO WITHIN 6'0f flN15tf
GRADE (OR A5 MOW)
4" PVC VENT
�t CAP BY "SWEEfAIR' --)
3E'MIN
CONSERVATION NOTES:
1.) LIMIT OF WORK SHALL BE AS SHOWN. A ROW OF DOUBLE STAKED HAY13ALE5 SHALL BE
CONSTRUCTED ALONG THE LIMIT OF WORK LINE PRIOR TO THE COMMENCEMENT OF ANY WORK
Yarmouth,
MA
16.2±
2.) ALL DISTURBED AREAS SHALL BE LANDSCAPED. PLANTINGS SHALL INCLUDE A MIXTURE OF
INDIGENOUS SHRUBS AND GROUNDCOVER FROM THE APPROVED PLANT LIST.
3.) CONTRACTOR, BUILDER, AND OWNER SHALL REVIEW THE ORDER OF CONDITIONS PRIORTO
AND DURING CONSTRUCTION. �� (SOee Note D2 )ner
M
c
/5.8± /5.0t at D-Box TVent
� i
t t 84/t Y V 1n n �n
GE077WW'FABRIC
/6.OD a 15.00 (/N PLACE Of I/4°- //2' PEASTONE)
/4.75 14.47 N /4.30 /4.A'J �V "� 3/4'- 1-1/2'5T0Nf
4GA5 BAFFLE 12.00
THREE (3) 5HOREYMC45r 500
Longest Run GALLON LEACH Ch1AMBER5 W/TH 5.7±
I2' - 1500 GALLON - /5' !9' 4'OF5T0NEA11 AROUND
(H-20 Rated) OB-3 (H-20 Rated)
(H-20 Rated) F-A CH
fL=6.3t (Bottom of Test Role)
,5EPl/C TANK L1-/_1
- BOX 0VAML9fR.5
FLOW PROFI LE
CONSTRUCTION NOTES
NOT TO SCALE
1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 15.000): AND THE
REGULATIONS OF THE LOCAL BOARD OF HEALTH.
2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR VEHICLES
OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING. IF UNDER AN
IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE.
3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A 5TA13LE
MECHANICALLY -COMPACTED BASE ON 51X INCHES OF CRUSHED STONE.
4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND THE SOIL
ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G' OF FINAL GRADE. LEACHING FIELDS, TRENCHES, AND
OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT LEAST ONE (1) INSPECTION
PORT CONSISTING OF PERFORATED 4' PVC PIPE PLACED VERTICALLYTO THE BOTTOM OF THE 501L
ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL
GRADE.
5.) PIPING SHALL CON515T OF 4' SCHEDULE 40 PVC OR EQUIVALENT, PIPE SHALL BE LAID ON A MINIMUM
CONTINUOUS GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND NOT LE55 THAN
I % OTHERWISE.
G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4' DIAMETER SCHEDULE 40 PVC (OR
EQUIVALENT) LAID AT 0.005 FT/Ff. UNL.E55 OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR AS NOTED
7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO THE
SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATERTE5TED TO A55URE EVEN DISTRIBUTION.
8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER
TO PROVIDE A WATERTIGHT SEAL.
9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL
FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM.
10.) IN ACCORDANCE WITH 310 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC
MARKING TAPE.
1 1 .) THERE ARE NO OTHER KNOWN WELLS WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM.
12.) FROM THE DATE OF THE INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL RECEIPT OF THE
CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA
THAT MAY CAUSE DAMAGE TO THE SYSTEM.
13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS
SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BYTHE DESIGNER.
14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF
HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM
WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLANS. 48 HOURS
ADVANCE NOTICE 15 REQUESTED.
15.) LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIORTO COMMENCEMENT OF ANY WORK.
THI5 INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIG5AFE, ANY PRIVATE UTILITY COMPANIES, AND THE
LOCAL WATER DEPARTMENT.
I G.) CONTRACTOR SHALL VERIFY THAT ALL WA5TELINES ARE CONNECTED BY WATER TESTING WITHIN THE
DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS.
17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC
SYSTEM COMPONENTS.
18.) INSTRUMENT SURVEY CONDUCTED FOR PPOP05ED WORK ONLY. 51TE PLAN SHALL NOT BE USED FOR
STAKING, OR ANY OTHER PURPOSES. NOR SHALL IT BE USED AS A MORTGAGE PLOT PLAN OR TITLE SURVEY.
CONFORMANCE TO LOCAL BYLAWS SHALL BE DETERMINED BY THE OWNER PRIOR TO CONSTRUCTION.
10.) TH15 PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING
BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS.
OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY.
20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. 501L5 CAN BE VARIABLE AND TEST
HOLE DATA 15 NO GUARANTEE OF 501L CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM TH05E SHOWN
IN THE SOILS LOGS, DESIGN ENGINEER 15 TO INSPECT THE 5011-5 PRIOR TO PROCEEDING WITH INSTALLATION
OF ANY SEPTIC COMPONENTS.
2 1.) EXISTING SEPTIC COMPONENTS TO BE REMOVED. ANY CONTAMINATED SOIL SHALL BE REMOVED FOR A
DISTANCE OF FIVE (5) FEET LATERALLY FROM THE 501L A155ORPTION SYSTEM AND REPLACED WITH CLEAN
SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING.
22.) INSTALL A 40 mil HDPE LINER FROM EL= 15.0± TO EL= I 1 .0± AS SHOWN ON PLAN (SEE PLAN VIEW)
SYSTEM DESIGN CALCULATIONS
,SEWAGE DE510t FLOW REQUIRED: PROP0.5ED 3 BDRM DWELLING &T / /O GPD/BDRM
= 330 GPD REGUIRW
SEWAGE DE.5/GN FLOW PROv/DEV. THRff (3) 500 GALLON LEACH CHAMDfR5 WITH
2.5' OF5TONf ALL AROUND
Vt = ((30.5 x 9.63) + 2(30.5 f 5.63) x 21 x. 74
= 341.2 GPD PRO WED
34 / GPD PROW17ED > 330 GPD REQUIRED
5EP77C TANK CAPA0TYREQU/RED: 330 GPDX 200% = 660 GPD REQUIRED
5EP77C TANK CAPAC/TYPROODED: 1500 GALLON PROVIDED (MINIMUM ALLOWED)
BA5fMfN7* BATHROOM f/fCTOR PUMP < 25% OP TOTAL FLOW
A GARBAGE D15POSAL 15 NOT PERMITTED WITm 77YI5 DESIGN FLOW
VARIANCES REQUESTED
Variances: 310 CMR 1 5.2 1 1 Min. Setback Distances:
1.) Septic Tank not I O' from Property line
j 3' Held 7' Variance Requested
2.) 5A5 not 10' from SW property line
2' Held 8' Variance Requested
3.) SAS not 10' from SE property line
4' Held G' Variance Requested
4.) SAS not 20' from Crawl Space
7' Held 13' Variance Requested
Variances: 310 CMR 15.245 Reserve Area:
5.) No Reserve Area
Remove and Replace Requested
Town of Yarmouth Regulation 3.7
G.) SAS not 100' from Edge of Wetland
93' Held 7' Variance Requested
2.5' 2.5'
30.5' �,
T
<.... PLAN VIEW
SCALE: I " = 10'
. . . . . . . . . . . .
�\ �h:............
sue .............
PARCEL ID: Oi `��� '�'%" ��Is
119/32
..........�� C�
O
.................
n
a.
P044i&S p
ENO
SITE LOCUS
NOT TO SCALE
LEGEND
. `�'r' ....'.... .... `
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O �` /' ��'\\\ ham^ ♦ / ` \ \\\� \.``.
N ^Gv �` i ` I \ ^: ♦ .........................
ago ` i �� PARCEL ID: ♦ N
Existing Dwellingaoq iii% 119/33 t ti\\t� �\�NOF M4SS9
to be Razed d 111J '� oQ I
��
\ AREA=0.28 AC. \ `0
LI
tiG
O o� NDAJ-
r
r{ri1N �+
Coin to be
Remo wd(5eeNote/Z/) ` '/ �I�I i- tII°°Ii�.,rio9' �� 4O ,���rn.� <% O� ;a FELCII w
40904
0.
\� '.-=d�j�„=:SillI ' ° • I, j�0�(0 Co ��� ` ��•• ��i �FG1c1Ea�� ���
UPOLE-4 pFco''�
\_I O
�o`e_� ,�z r��, Notes:
�j Sor Fss°cr� E'
♦ / �, 4 ,n �f, _ ! rr ♦ h 1.) Assessors Map 1 19 Parcel 33
/ ♦ / 2. /- ' \ _ So, �\N PARCEL ID: 2.) Deed Book 34104 Page 157
:�♦ / �s c�` ' S. J'1 119/34 2
Test Hole # I (EL= 17.3±) TE5T HOLE LOGS
Depth
Layer
Soil Class
Soil Color
Comments
O'-0
A
Loamy Sand
1 OYR 314
8"-28"
B
Loamy Sand
1 OYR G/8
28'-1 20'
C 1
Fine -Medium Sand
I OYR, 512
Perc @ 50
�O - T ,�• �_ f sT O
.xr ��e
��`
3.) Plan Book 79 Page 101
4.) This Zone 11 Public Water Supply
,e�teWater
, o�. ,�
r1i
property is not in a of a
5.) Flood Zone: AE(9), X
Community Panel: 25001 C0583J Dated: 07/ 1 G/ 14
`�
`�
G.) Zoning: R-40
M
If,a'�.
�d l'f s i vent
2� 3
Old Kings highway Dist., 25% Building Coverage
t t. ; :. •.
I
20��n
r
♦
7.) Prior to final inspection by the engineer, system needs
to be complete including buildup for covers
2
Test Hole #2 (EL= 17.5-*)
Depth
Layer
Sod Class
Soil Color
Comments
0'-8"
A
Loamy Sand
I OYR 314
8'-2G"
B
Loamy Sand
I OYR. G15
2G"-108'
C I
Fine -Medium Sand
I OYR 8/2
Perc @ 52'
Test Hole #3 (EL= 17.2±)
Depth
Layer
Sod Clasa
Soil Color
Comments
0'-10"
A
Loamy Sand
I OYR. 3/4
10"-25'
B
Loamy Sand
I OYR G/8
28"-120"
Cl
Fine -Medium Sand
1 OYR 8/2
Test Hole #4 (EL= I G.3±)
Depth
Layer
Soil Class
Soil Color
Comments
0"-1 O"
A
Loamy Sand
I OYR 314
10'-24'
B
Loamy 5and
I OYR G/8
24"-1 20'
C I
Fine -Medium Sand
I OYR 8/2
DATE OF TESTING: 1 1 /29/2021
501L EVALUATOR: D. BENNETT, R.5., 5.E.
BOARD OF HEALTH AGENT: CAROL EASTMAN, BARN. CNTY HEALTH DEPT
PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN'C' LAYER
NO GROUNDWATER ENCOUNTERED
SITE PLAN
SCALE: I " = 20'
Living
Bdrm
Bdrm BthKitchen
EXISTING
FLOOR PLAN
NOT TO SCALE
} BENCHMARK
! Top of Foundation
EL= 18.3 (NAVD Datum)
�\ �\OLE �
100' from
R°verfront ExistmcJ
SAS
Permit valid for REP 111PC6 N.,
1'F TIC SYSTEM i `\
ONLY, due to State Cfr Ita % ptic variances.
Board of 1lealth review and approval is required for �\ i
any future additions/re nova tion s/a Iterations to
sewage facilities and/or structures/dwel!ing. SU 11VEY BY:
Yarmouth Health DepartmMCDOUg II Surveying
ROVED & As 3ociates
P.O. Eox 2428
Mashpee, Ma. 02649
(50 )419-1085
Nar"e Date9 40 60
SCALE 1 "=20'
C:\C5M5D5-Buttercup\5D5-Buttercup-5D5 Plan.ciwcg
REVISION 05/2 1/2024: Added Crawl Space * Ejector Pump, Revised Calcs * Variances
REV15ION 05/ 12/2023: Revised Dwelling Location
REV1510N 02/25/2023: Revised Survey Work, Revised Dwellincj
REVISION 08/30/2022: Revised Dwelling, Variances
REVISION 0310212022: Added Riverfront Desrgnatron, abutting SAS * Water, Relocated
SAS, Revised Slab Foundation area, variance requests.
Proposed Sewage D15p05al System
2 Buttercup Ln., South Yarmouth, MA
CSN
Prepared for. P.O. Box201
Brewster, MA 02631
2 Buttercup
Realty Trust Phone: (508) 836-1783
ENGINEERING
DATE:
02/ t 1 /2022 I SCALE:
AS SHOWN I DESI SIC I CHE DCB I JOB 2021315