HomeMy WebLinkAbout0028 HOMEPORT DRIVE - Health 28 Homeport Drive
Hyannis
A= 268 - 123
'j7D -BY
q, CATION S E W A G E PER
-----
-VILLAGE
INS7ALLER'S NAME ADDRESS
91uiLDER OR 0 W H.E R.
GATE PERMIT ISSUED ~�
DIET E CGMPLI.ANCE ISSUED
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TOWN OF BARNSTABLE
LOCATION ` M Oct OP D J V G' SEWAGE# ®� 7 ® S
VILLAGE ASSESSOR'S MAP&PARCEL ;L
INSTALLER'S NAME&PHONE NO.CAJOSWLD6 CUTakTASc,
SEPTIC TANK CAPACITY 1500 UALLOlJ
LEACHING FACILITY:(type)(A)S,j® &41- c�g,0 S. (size) -I A IS
NO.OF BEDROOMS
OWNER aopecc-i 3oA N TR iG(.A A d�o -J4-CVt C 0`14c42L'
PERMIT DATE: e 3 x a(p—,-Lo l 5_ COMPLIANCE DATE:
Separation Distance Between the: NC
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility OCR%QAv Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) 1V ,4 Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) AI/A Feet
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Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS YeS
ftplitation for Disposal *pstrm Construction Vermit.
Application for a Permit to Construct( ) Repair(y Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. , � `�0444?&,-L,T DA Owner's Name,Address,and Tel.No.
Assessor's Ma /Parcel it YAUJAS IACKt� 6` 44RZ
Installer's Name,Address,and el.No. i'i—I Designer's Name,Address,and Tel.No. '$L""3--C%377
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building RA:5;j b1JZ"IA4, No:of Persons Showers( ) Cafeteria( )
Other Fixtures ff LL
Design Flow(min.required) gpd Design flow provided 3T�o gpd
Plan Date 3 r r�.�—a0�S Number of sheets Revision Date
Title ---Zg j4bW&7� b&JU9 J4yk4 JjlUf',�
t-Size of Septic Tank { 0 Q ( Type of S.A.S. : L GAL( Ct-(�.�' � c Bt u
Description of Soil &ED !0_4 Zr 3 o�1�-59� P(W
Nature of Repairs or Alterations(Answer when applicable)_ r)_ _ ) S� •_Y�
N il�--(BSc Tn � ) :5co 6y(� C&--AcA t VC- ? �� t_A
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Sign Date .3 ' —0,0 15
Application Approved by Date l
Application Disapproved by Date
for the following reasons
Permit No. n / Date Issued
--------------------------------------------------------------------------------------------------------------------------------------
ND t Fee / QQ
THE COMMONWEALTH4 OFll`ASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION TOWN OF BAR�NSTABLE, MASSACHUSETTS Yes
application for Misposal *pstem Construction Vermit
Application for a Permit to Construct( ) Repair(� Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. �� 14 0M(y?OTLT AvR Owner's Name,Ad ress,and Tel.No.
H%(ANutS 'Z A c K 6 Ht@RE
Assessor's Map/Parcel
Installer's Name Address,and Tel.No. pQ-�717- gl-1 De igner's N e,Add ss, nd Tel.No.
� C.4DAv i�-r.1tts c.tc, c �-> ,�( e� LNG
1 1*5 C4X410 tt W-J J4 , sr MA90 E ;Z1954 u 4wp_, (4kig E.L•ar4� {
j Type of Building: 2 ¢
Dwelling No.of Bedrooms 3 Lot Size O D �� 5 -sq.ft. Garbage Grinder( )
j Other Type of Building JZ1S/'DW r1 A., No.of Persons Showers( ):Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 gpd Design flow provided 34c� gpd
Plan Date 3"ol- a01 S Number of sheets Revision Date
Title P9 Q -jE�7 bo-JUI5 40 )(
Size of.Septic Tank 1 500 CA4(,F,...W Type of S.A/.S. c�L) : 0o 6AL uAQr'1� d4ol.34
Description of Soil 0_4KO.S 0 S0(06 O
Nature of Repairs or Alterations(Answer when applicable) !Xd57*(i, f,1(J 1500 014,4-�IJ -rZ)
N eu�) D_60�c TD (a) 5Q6 6r4-u� < �otm<03 67_S; cwj vz-N
y,�� oy Ac��
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
r
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
4 Compliance has been issued by this Board of Health. ( �^
Sign - �_ '���`a• _�--� Date -o (p" O 1C `
Application Approved by Date a♦� 1 J
kY, Application Disapproved by Date
for the following reasons
Permit No. a Q ( S ~�� Date Issued 3 C9-6 /
I
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(�) Upgraded( )
Abandoned( )b/y < l�W f l)e op-rezpk 1 SAS ".c-
at !T( t�( f��� D�. T�lV 1 S has been constructed in accordance l
with the provisions of Title 5 and the for Disposal System Construction Permit No.005-65 dated j/,9( )/5
Installer CAP ew 1 )E E�yrE)ePt ur6:S L L C- Designer S L 606 60 > J(x _t_
#bedrooms 3 Approved d w 3 ® gpd
1t b The issuance of this permit s e o t a guarantee that the system io asJ�es' e . 0
Date Inspector A// .
\_
No. ✓ 7 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Veposal 6pstem Construction 3permit
Permission is hereby granted tom/Construct( ) Repair( �) Upgrade( ) Abandon( )
System located at v�9 �T o OfE p D 2T INJUE LIVA
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction�must bi DoomJ,��,lete/� /wi in three years of the date of this permit.
Date `�'L / / Approved by`,
4/02/2015 19:29 5082730367 43826 P. 001/001
Town of Barnstable
'Regulatory Services
Thomas F. Geiler,Director
BA OLE, ' Public Health Division
iFn • Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: Sewage Permit# J�o l S—®57 Assessor's Map/Parcel
Installer& Designer Certification Form
Designer: SC Eljcjloe�, Tg-iC Installer: Ga��w�de C'rltzr�cl'Sz.S 1-1-C
Address: 2 ,.Sy Cconbeccv IiiC�WEB Address: l53 CoMenerGl'ol Street
East uicrel�orr� ! HA- 01,36 H a5tleee., H (t b26 Y q
On j 2,� CAfewiac- EvlterQ«ses was issued a permit to install a
(date) (installer)
septic system at 28 Ikaffie-F or4_ D ci v e based on a design drawn by
(address)
dated N c-rJl 21, 2415
(designer)
V I certify that the septic-system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow. Stripout(if req nspected and the soils
were found satisfactory. O`"�,
Jorlri L.
c
CHURL` :-L
JR.
aller's Sign lire) No I41807
esigner s Signatur (Affix esi er s mp Here)
PLEASE, RETURN O BARNSTABLE PUBLIC HEALTH DMSION. CERTIFICATE
OF COMPLIANCE WILL NOT HE ISSUEn UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
q'•oliix I';anna\Jsign�tc�nifi.;aliim IiMn.duC
Town of Barnstable P# �
oar+a t
Department of Regulatory Services
>�arieres[s Public Health Division Date
MASS.
.a;p ♦� 200 Main Street,Hyannis MA 02601 nay
ft7 i
Date Scheduled_ Time Fee Pd. 3���� w�
c�`q1
0-21
So Suitability Assessment for Se e Disp l
Performed By:_M(Aat( Pi rn& reJ ) cZT 65E Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address Owner's Name Q.c)II� t-TOAQ r R1C-�U
-Dip, Cep -mTA<4i6 a'64.4FRc
Address 2 0-7 5 �cJUO�At-z{GE�T»4t 1
Q Ze4G-� O JtJ(L4- t IP7L. 3 a.21(p
Assessor's Map/Parcel: �(p l3 �01 Engineer's Name C1l�t�17�� ti✓ ` 4✓�
NEW CONSTRUCTION REPAIR Telephone#
Land Use Si clble_ "(i,1 Slopes 30 5v8-273-0377
Y � P ( ) � � � Surface Stones -
Distances from: Open Water Body _ ft Possible Wet Area ft Drinking Water Well
Drainage Way ft Property Line -7 (U ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
Parent material(geologic) oukW � Depth to Bedrock -u
Depth to Groundwater. Standing Water in Hole: J Weeping from Pit Face
Estimated Seasonal High Groundwater 7
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: D[ceo( ObSeNch'W1
Depth Observed standing in obs.hole: a 13 2.. —in.in. Depth to sell mottles., 1 in,
Depth to weeping from side of obs.hole: in, Groundwater Adjustment f[.
Index Well# - Reading Date: index Well level„ Adj.factor--Z— Adj.CroundwaterLevel
PERCOLATION TEST Date 1.1$ 15 Time /o
Observation ._____
Hole# I Time at 9" _ ^
Depth of Perc 3 0' " Time at 6"
Start Pre-soak Time @ /0;U 2 _ Time(9"-6") r
End Pre-soak
Rate Min./Inch 4
Site Suitability Assessment: Site Passed yes Site Failed: - Additional Testing Needed(Y/N) N
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:\SEPTIC\PERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole# ► + 2-
Depth from Soil Horizon Soil Texture .Soil Color Soil. Other
Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders.
onsistency.%Gravel)
o-y -- = - Fill
12-30 el GS )oy( Z: - —
3v '? — ,5 srov�
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil r Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
ConsistencZ
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsistencv.
.4
Flood Insurance Rate Man:
Above 500 year flood boundary No— Yes?�
Within 500 year boundary No Yes
Within 100 year flood boundary No. Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervio•tys material exist in all areas observed throughout the
n 7ZS
area proposed for the soil absorption system.
If not;what is the depth of naturally occurring pervious material?
Certification
I certify that on /6 2-1-9 q (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with .
the required training, xpertise and experie described in 310 CMR 15.017.
Signature
Date
Q:4S.EPTlC1PERCFORM.DOC
FINISH GRADE OVER D-BOX= 32.0'±
T.O.F. EL.=- 34.3'± i FINISH GRADE OVER CHAMBERS = 31 .3' - 32.0" 3/4"TO 1-1/2"DOUBLE WASHED GENERAL NOTE S
PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM STONE TO CROWN OF PIPE
WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6"OF FINISHED GRADE UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISHED GRADE OUTLET TO WITHIN 6"OF F.G------ 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX 2"OF 1/8"TO 1 DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
@ FOUNDATION = 32.5'+ 32.0'+ '5'DIA. OUTLET(S) MIN SLOPE 1% TO F.G. (SEE GENERAL NOTE#21) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES.
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
0"MIN.ACCESS 2 r-1
r---------------I COVER(3 TYP.) 9"MIN. PLACE RISERS ON ALL DESIGN ENGINEER.
36"MAX.
9"MIN. TOP OF SAS 29.33' CHAMBERS WITH
PROP. SCH.40 36"MAX. MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PVC SEWER-\ PROP SCH.40 28.50' 36'MAX. BREAKOUT EL= 29.00' INLET PIPES TO 6"OF SYSTEM UNLESS OTHERWISE NOTED.
1=-� 2- DROP MIN. PVC SEWER FINISHED GRADE 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
MIN.SLOPE @ 1% 6" 3" 3" 9" L=29'±
3-DROP MAX. MIN.SLOPE@1% PROVIDE WATERTIGHT ELEVATION =29.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
4" PVC IN FROM JOINTS (TYP.) C, LA 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
10" i CS
14 SEPTIC TANK 4"PVC OUT TO 0 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
*30.6'± 29.75 LEACHING FACILITY C: 0 0:)@ 1f. "W3" #MIN Jj1 V00 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
6 \'-F opo = = = = = =30.00' 6-9 s 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
00 48" OUTLET TEE 28.90 MIN. 28.73' 2' - 00 I`::>c:>
CDC) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
6"CRUSHED STONE o 0 000 c:F, FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
GAS BAFFLE OVER MECHANICALLY I L,
-- I C�Q�J NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
-1 0.3'OFFSET TO FND 5 COMPACTED BASE 4.0' 8.5'(TYP) -4.0'- 4.0' AND DESIGN ENGINEER.
OUTLET DISTRIBUTION BOX 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 34.00,
6"CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) ESTABLISHED ON THE TOP OF NAIL SET IN OAK TREE AS SHOWN ON PLAN.
OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET IZ' GROUND WATER ELEV.= < 20.30 1 1, - 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
COMPACTED BASE PIPES TO BE LAID LEVEL. 26.5 12.83' THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 5'MIN' CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
LENGTH 10'-6' WIDTH 5'-8" DEPTH 5'-8" (Dimensions per Wiggin CROSS SECTION VIEW
*CON T RAG-FOR TO VERIFY EXISTING Precast Corp., Pocasset,MA) TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER.
ELEVATION PRIOR TO ANY WORK& SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONIC. STRUCTURES SHALL BE MADE WATERTIGHT.
NOTIFY ENGINEER IF P`9FERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE
-------- 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
PLAN NOTES: TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF PERC NO. 14632
EACH SEPTIC SYSTEM COMPONENT. INSPECTOR: Donna Miorandi, IRS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
EVALUATOR: Michael Pimentel, EIT, CSE LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF C.S.E.APPROVAL DATE: Oct. 1999 THEY SHALL WITHSTAND H-20 LOADING.
THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL DATE: January 23, 2014 EXISTING LEACHING FIELD (LOCATION MAP 268 C) 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. PER ASBUILT ON FILE WITH THE PARCEL 99 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
BARNSTABLE BOARD OF HEALTH) N/F TOWN OF TEST PIT#: I MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
3.) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER BARNSTABLE ELEV TOP= 31.30' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
PROTECTION OVERLAY DISTRICT AND ESTUARINE WATERSHEDS. ELEV WATER <20.30' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
N81'43'20-W PERC RATE = < 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
87-93'
DEPTH OF PERC= 30"-48" 16. PROPOSED PROJECT IS LOCATED WITHIN:
•
TEXTURAL CLASS: 1 ASSESSOR'S MAP 268 PARCEL 123
Locus OWNER OF RECORD: ROBERT L&JOAN TRIGLIA
a see • ir 0
-31 12"0 K 0"MAP 268 8"OAK PROPOSED INSPECTION PORT • Fill 31.30' ADDRESS: 8075 WOODPECKER TRAIL
z • 1 4" 30.97' JACKSONVILLE, FL 32216
PARCEL103 0
.P.. N
18 0
OAK
o " 0 a
N/F MCNULTY A Loamy Sand FEMA FLOOD ZONE x
C) If A 1 OYr 3/1
C) Ca COMMUNITY PANEL# 25001CO568J
10" OAK 10" OAK 12"
(5 30.30' 17. DEED REFERENCE: DEED BOOK 1400, PAGE 76
51 01-1 6" 0 K Of 18. PLAN REFERENCE: PLAN BOOK 197, PAGE 123
EXISTING CESSPOOL TO BE PUMPED & "B 50
REMOVED IN ACCORDANCE WITH TITLE 5 (4) 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
C\1 0 0 I
TP 16" OAK B Loamy Sand 1 OYr 5/6
PROPOSED 2-500 GALLON LEACHING 0 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
PROPOSED 1,500 GALLON SEPTIC TANK
0 CHAMBERS WITH AGGREGATE 30" 28.80' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
3
rn
!a 1x3'0 (6) Perc
C6 OR I48" 27.30' 21. A 4" PERFORATED SCH. 40 PVC PIPE SHIALL BE PLACED IN A VERTICAL POSITION TO A
DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A
14"0 K 10.81 C Medium Coarse Sand REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
2.5Y 6/6
(3) Benchmark 5% Gravel
Ile CID (2) Nail in Oak Tree LOCUS PLAN
-17o 42: 00 Elev. =34.0'
5. 80 Approx. M.S.L. SCALE: 1" 1000'
132" 20.30'
No Standing,Weeping or Mottling Observed
10" OAK o MAP 268 DESIGN DATA TEST PIT DATA LEGEND
(HC 1) HC 2 o 0
C5 PARCEL 124 PERC NO. 14632 50xO' EXISTING SPOT GRADE
sAs GAS z N/F FAUCHER INSPECTOR: Donna Miorandi, IRS
NUMBER OF BEDROOMS (DESIGN) 3 EVALUATOR:. Michael Pimentel, EIT, CSE 50 - - - EXISTING CONTOUR
CRAWL
SPACE DESIGN FLOW 110 GAUDAY/BEDROOM
< PROPOSED CONTOUR
L3 EL = 31.6'± C.S.E.APPROVAL DATE: Oct. 1999
INV.=30.6'-+-/ 0 �01? PROP. DISTRIBUTION BOX TOTAL DESIGN FLOW 330 GAUDAY DATE: January 23, 2014 PROPOSED SPOT GRADE
031 A
#28 '37)17� DESIGN FLOW x 200 % 660 GAUDAY TEST PIT#: 2
04 EXISTING IA r- O/H/W EXISTING OVERHEAD UTILITIES
0 3-BEDROOM " U) USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP = 31.30'
DWELLING W-W EXISTING WATER LINE
0 ELEV WATER <20.30'
TOF -A 34.3'± V
04 ti 12" OAK GAS EXISTING GAS LINE
0 PERC RATE <2 min./inch
N1
0 INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE DEPTH OF PERC TEST PIT LOCATION
0
V41 TEXTURAL CLASS: 1
PROPOSED 1,500 GALLON SEPTIC TANK
,< SIDEWALL CAPACITY
o 001 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY
(25.0'+ 12.83')(2 ) (2' ) (0.74 GPD/S.F.) (DcP
112.0 GAUDAY 0. 31.30' EXISTING CESSPOOL
V4'
Fill
MAP 268 BOTTOM CAPACITY 4' 30.97' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
PARCEL 123 (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY A Loamy Sand 0 PROPOSED DISTRIBUTION BOX
10,645±S.F. (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY 1 OYr 3/1
12" 30.30' PROPOSED 500 GALLON LEACHING CHAMBER
TOTALS:
REV. DESCRIPTION
- I -- I
12" OAK TOTAL NUMBER OF CHAMBERS 2 DATE
C X ) TOTAL LEACHING AREA 472.2 SQ.FT. B I OYr 5/6 Loamy Sand PROPOSED SEPTIC SYSTEM UPGRADE
TOTAL LEACHING CAPACITY 349-4 GAL./DAY
UP 262/3 30" 28.80' PREPARED FOR:
42T 0 CAPEWIDE ENTERPRISES
C Medium Coarse Sand LOCATED AT
i f''W2.5Y 6/6 28 HOMEPORT DRIVE
-PA\j SWING-TIES 5% Gravel HYANNIS, MA 02601
O/IAP4 `--EIDGE OF
DESCRIPTION HCA HC-2 132" , 20.30' SCALE: 1 INCH 10 FT. DATE: MARCH 24, 2015
SEPTIC COVER IN (1) 13.5' 28.6' 0 5 10 20 40 FEET
No Standing, Weeping or Mottling Observed OF Aq I I I I I
Nomi
'-T SEPTIC COVER OUT(2) 20.7' 21.7' PREPARED BY:
TE WAX) JOHNI
HOME
C WIDE CORNER OF STONE(3) 42.4' 15.8' RESERVED FOR BOARD OF HEALTH USE CHURCHILL JR. JC ENGINEERING, INC.
(41Y CIVIL CORNER OF STONE(4) 47.2' 28.4' 1 NO.41807 2854 CRANBERRY HIGHWAY
0 ST EAST WAREHAM, MA 02538
SITE PLAN CORNER OF STONE(5) 70.1' 40.6' 1 NA 508.273.0377
SCALE: 1"= 10' CORNER OF STONE(6) 66.9' 33.1' Drawn By: JC Designed By:MCP TChecked By:JLC JOB No.3001