HomeMy WebLinkAbout0049 MAPLE STREET - Health 49 Maple Street
West Barnstable
A= 132 —026 - 003 , `
TOWN OF BARNSTABLE 1
i OCATION �A!J M t@, S'�' SEWAGE#
VILLAGE ASSESSOR'S MAP&PARCEL !►7 10 26 02
INSTALLERS NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) (size)
NO.OF BEDROOMS a-lopn-
OWNER
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist
on site or within 200 feet of leaching facility) ;� Feet
Edge of Wetland and Leaching Facility(If any wetlands exist t�
within 300 feet of leaching ty) Feet
FURNISHED BY
i
1
N
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0
Cd 'o
cn
..z '
r /No. Fee c y/
4' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Ztpp[tratton for Mtgaar *pgtem Construction Vermit
pplication for a Permit to Construct( Repair( )Upgrade( )Abandon( ) '�Qmplete System El Individual Components
Location Address or Lot No._11C' Owner's Name,Address and Tel.No.
Assessor's Map/Parcel CDL(0` ` C
Installer's Name,Address,and Tel.No. Designer's Name,Address and TO.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size_M�w sq. ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow �lJC� gallons per day. Calculated daily flow gallons.
Plan Date Vz cj j .Number of sheets Revision Date
Title � -
Size of Septic Tank Type of S.A.S. 4g-iqeA1 ia& CA!Nu 73elZ.S
Description of Soil 'FLA J )
IZ
Nature of Repairs or Alterations(Answer when applicable)
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 Certifi-
cate of Compliance has been issued by t and of lth.
Signed Date ^4
Application Approved by a _ Date
Application Disapproved for the following reasons
Permit No. Sly Date Issued
No. of Fee
THE COMMONWEALTH"OF•MASSACHUSETTS 1 E_�tei'din,computer _
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLES M SSACH"PSETTS ;- Yes
Application for �% a!a1 *raent�Construction Permit '
hcation for a Permit to Construct Re air )Upgrade( Abandon pp' ( ` p ( )Upg ( )Abandon( ) ?6omplete System O Individual Components
Location Address or Lot No.,, j 'e �1t U Owner's Name,Address and Tel.No.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
i
Type of Building:
Dwelling No,of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow + gallons per day. Calculated daily flow 3� gallons.
Plan Date �, 2�`i Number of sheets I Revision Date ^�
\'Title Scre -r &;?zlrJ rm�- (s' PLi4-iy n y 4E'M *'- !!!I
Size of Septic Tank Type of S.A.S. f+1 IUEy c' i�&A m25
1 ,
4, Description of Soil'` ( �./�A/
` - Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: f
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 Certifi-
cafe of Compliance,has been,issued by t and of alth.
Signed Date
,Application Approved by Date Jr-
'Application Disapproved for the following reasons
a
Permit No! / " 2 Date Issued
---------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS l✓�j
BARNSTABLE, MASSACHUSETTS
i A;
Certificate of (Compliance
THIS IS TO CE TI t at the On-site Se ge posal System Constructed( Repaired( )Upgraded( )
Abandoned( )by
at has been constructed in acc r nce
with the provisions of Title 5 and the for Dispos 1 System Construction Permit No. Z s_ dated ,:5'_—_7—
Installer I Designer / /Y
The issuance of this pe it s all note o strued as a guarantee that the syst function as desig A
Date Inspector I /V0 11/)
---------------------------------------
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
Migooaf 6 - tem Construction Vermtt
Permission is hereby granted . Construct( Repair( )'Upgrade )Abandon( )
System located at ° A/ . ` °7
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided: Construction must be completed within three ears of the date of thi e- t.
g P Y � ,,/�
Date: to/✓—//g/ Approved by;i� .�f'�'�/ c
vBOARD OFmmHEALTH{ .,�,. .. ., ..
TOWN OF BARNSTAB:LE {
�etC �Con�tructiort�ertnit
No.-— --
Fee
Permission is hereby granted' A uAto Construct ( y Alter ( ), or Repair ( . ) an Individual Well at:
- -------__—_ --- ---------- ---- --------
Street
as shown on the ap lication for a Well Construction Permit „
No - V �. -- ---- Dated --- --- ------- - --
- --- —- --------- -_. ..
Board of Health
DATE.— . -----
r
No.-------------------- Fee---------------------
130ARD OF HEALTH
TOWN OF BARNSTABLE
Application•for Vell Con0ruction j3ermit
Application is hereby made for a permit to Construct (✓S, Alter ( ), or Repair ( )an individual Well at:
�QT y,...t.�� ,�• P�u,�
--------- --—-- -- — —— — ----- --- —— --- — ----
Location — Address Assessors Map and Parcel
cOwner Address
Installer — Driller Address
Type of Building
Dwelling---lam"'t= --
Other - Type of Building --- No. of Persons--------------------------_________
Type of Well�—-�J C— -- ----- - —
Purpose of Well--&-!�± i
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to
place the well in operation until a Certificate . f C mpliance has been issued by the Board of Health.
1g - - �—
��'' da e
Application Approved Bye! `� -- - !--—— 'Y91
----
date
Application Disapproved for the following reasons:
--------- - - -- ---------------------------------
---------------------
�y date
Permit No. ! , 7i --- Issued---— -— - - - — - —— -te -
date
---------------------------------------------------------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
(Certificate Of (Compliance
THIS IS TORTZ—fl---
t Individual Well Constructed (-), Altered ( ), or Repaired ( )
by---- ---------------
--------------------------
Installer —
at_Loi �/- MuP(� �.! Lam• ��i�
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No. -------------------Dated---THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE--------- Inspector--------- --- -_--------
2(J - Dd3
Fee �--S----
No.------/---(----------- --- -- !
r BOARD OF HEALTH
TOWN . OF ° -BARN STABLE,
p [ cationore�i �ontructionermit
Application is hereby made for a permit to Construct (✓f, Alter ( ), or Repair ( )an:individual Well at:
Location = Address' As L
Assessors Map and Parcel
�Uw P I�.tvIAB , LvZ y Mux/�tp s1' ✓Jdi
i -
Owner Address_
^J.j o ,r O G� -G — u ---- --------
Installer Driller Address
Type of Building
1���i �
II, Dwelling------------------------ - --- -------------
I _
Other - Type of Building--- — ------------ No: of Persons-----------------------
Type of Well —--- - — Capacity-- ---
Purpose of Well--� -`i ?�c --------o r .------ -
Agreement: '
The undersigned agrees,to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation The undersigned further agrees not to
place the well in operation until a Certificate .of C mpliance has been issued by the Board of Health.
Signed 4,�
4-1
Q-A ` da e
Application Approved By — �--—- Y. -
4 date
Application Disapproved for the following reasons: ---------------- „-- -----=—_ �___
date
w9 �' z
Permit No. -- Issued------ -—- -d ate-- ---— - ------
- ___---------------- .------ ---- ..------- -.---.
BOARD OF HEALTH.
it
TOWN OF BARNSTABLE
Certificate Of Compliance �
THIS IS TO C RT FY, That the Individual Well Constructed Altered ( ), or Repaired ( )
by— ------
_. Installer. '
at------ ------—--- -- _
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
f
Regulation as described in the application for Well Construction Permit No. Dated---- --------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT;BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE--__— - -- Inspector=--=---- -__-----—---— --
i • F
2C ( t
cb 'Y
q 1 _S
4r
EA-WROTECHLABORATORIES,INC.
MA-,CERT.•NO. M-AM 00
449 Rte.130
Sandwich, MA 02-W
- 508(888-646U) 1-800-339-6460 .
FAX(508)888-6446
' 1
CLIENT: Jane Murray ," LOCATION. 49 Maple St
ADDRESS: 98 Cranberry Trail W'Bamstable MA.-
E Sandwich MA: 02537
COLLECTED BY. D Pennini/DA Scannell SAMPLE DATE: 4-5-99
SAMPLE TIME. 2:00 -
WATER SAMPLE TYPE. New Well DATE RECEIVED: 4-5-99
LAB I.D. #: 994059
WELL SPECS.: 34'
RESULTS OF ANALYSIS:
Parameters Units Recommended Results Method Date Analyzed
Limits
Coliform bacteria /100ml 0 0 9222 B 4/5/99
pH pH units 6.5-8.5 5.81 4500 H+ 4/5/99
Conductance umhos/cm 500 117 120.1 4/5/99
Nitrate-N/Nitrite-N mg/L 10.0 0.02 4500-NO3 E 4/5/99
Sodium mg/L 28.0' 16.0 200.7 4/6/99
Iron ,.. .mg/L 0.3 0.05 200.7 4/6/99
Manganese mg/L 0.05 < 0.002 200.7-1' 4/6/99
Volatile Organics
Styrene ppb 100 0.5 EPA 524.2 4/14/99
Tetrachloroethene ppb 5.0 0.5 EPA 524.2 4/14/99
COMMENTS: Low pH indicates high corrosive characteristics.
WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES
FOR PARAMETERS TESTED.
Date4���
Ro aid J.Sdik
Laboratory birector
<=less than
>=greater than
TNTC=too numerous to-count
f -
n
Page: 1
CERTIFICATE OF ANALYSIS .
LAPUCK LABORATORIES, INC.
e Reno rt Pre1ared .dot" Report Datedi 04/15/1999
Envirotech Laboratories,lnc. Order Number; L996341.7
lion Saari
449 Rte. 130
Sandwich Ma 02563
l.abarntq�y 1.D t#1. 9963417-01. Dwse-11111911_ Water-VOC-994059.1ane Mars}
Sample Ni lampl a Location: (:ollectedt 04/05/1999
Colleetod by: EnvhWte& Realvedt 04/08/1999
EPA 524.2- Volatile Organics by GUMS
ITEM itESULT --IJNIIS m pil- Mc hod 0 Tr&Wn le&d
I.4I3: Organlca
1.0,14-Tetrachloroethane NO ppb 0,5 lil'A 524.2 JF 04/14/1S99
1,1,1-Trichloroethane NO M b 05 rPA 524.2 JF 04n4/1999
1,1,2,2-Tetraclrloroethane NO ppb 0.5 rPA 524.2 117 04/14/1999
1,1,2-Trichloroethane NO PPti 0,5 PPA 524.2 Jr, 04/14/19W
1,1-Dichlorethane ND M,t, 0.5 )TA 524.2 W 04/14/1999
1,1-Dichloroethene NO Pr1i as TTA 524.2 JF 04/14/1999
1,1-Dichloropropene NO Prl.) 0,5 ►srA 524.2 Jr 04/14/1999
1,2,3-Trichlorobenzene NO ppb 0.5 P.PA 524.2 JF o4n4n999
1,2,3-Tricb1oropropane NO 1411-1 0.5 PPA 524.2 IF 04/14/1999
1,2,4-Trichlorobenzene NO ppb 0.5 LTA 524.2 Jr• 04/14/1999
1,2,4.7'rimethylbenzcne ND M'1' 0.5 F,PA524.2 JF` 04/14/1999
1,2-Dibrome-3-Chloropropn ND ppb 0.5 EPA 524.2 Jr• 04/14/1W)
I. 2-Dibromoethane(EDB) ND Pph 0.5 F.PA 524.2 P 04/14/1999
1,2-Dichlorobenzene ND ppb 0.5 EPA 524.2 A? 04/14/1999
1,2-Dichloroeffizae NO ppb 0.5 EPA 524.2 317 04n4/1999
1,2-Dichloropropane ND ppb 0.5 01A.524.2 ill (14/14/1999
1,3,5-Trimethylhenzene NO ppb 0.5 EPA 524.2 JF 04/14/19"
14-Dichlorobenzene NO M,n 0.5 PPA 524.2 ill 04/14/1999
l,3-Dichloropropane ND PO 0.5 EPA.57.4.2 JP 04/14/1999
1,4-Dichlorobenzcne NO PO 0,5 UA 524.2 Jr 0411 411 99 9
2,2-Diebloropr6pane ND, ppb 0.5 EPA 524:2 JF 04/14/1999
2-Chlorotoluene NO ppb 0.5 RPA 524.2 nF (14/14/1999
4-Chlorotoluene ND 1411, 0.5 1:rA 124 2 JF 04/1411999
4-Isopropyholuene NO ppb 0.5 PPA 524.2 .0y 04/14/1999
i
CERTIFICATE OF ANALYSIS - - Page: a
t' LAPUCK LABORATORIES, INC.
Rend Prenared Em ltepurl Dated. 04/15/1999
Enviroteeh Laboratories,Inc. Ordgr Number: L9963417
Icon Saari
449 Rte. 130
Sandwich Ma. 02563
iAbo toa ID#1. 9963417-01 2mdptlmi We14vr-v0C-994059.Jene Murray
6emplo#t Sampling Lipostlons Cogmtod: 04/091999
Colleded by: Envlrok h Hwlved: 04/0811999
Benzene ND PPl' 0.5 xPA 524.2 Jr 04/14/1999
Bromobenzene ND ppb 0.5 HTA 524.2 JF 04/14/1999
Bromochloromethane ND Pli1' 0.5 APA s24.2 ill 04114/19W
Bromodichloroethene ND ppb 0.5 0"A 524.2 JF 04/14/1999
Bronlofonn ND ppb 0.5 PTA 524.2 JF 04/14/1999
Bromomethane ND 1'Pb 0.5 EPA 524.2 JF 04/14/109
CarbonTetrachloride ND Ppb o.5 IWA 524.2 JF 04/14/1999
Chlorobenzene ND ppb 0.5 EPA 524.2 JF 04/14/1999
Chloroethane ND ppb 0.5 MIA 524.2 Jr 04/14/1999
Chloroform ND lilt, 0.5 EPA 524.2 Tr 04/14/199V
Chloromethtlne ND pPl, 03 EPA 524.2 31+ 04/14/1999
cis-1,2-Dichlorethene ND Prh O's EPA 524.2 Jr 04/14/1999
cis-1,3-Dichloropropene ND rill, 0.5 EPA 524.2 JN 04/14/1999
Dibromochloromethane ND ppb vs HPA 524.2 A., 04/14/1999
Dibromornethane ND Ppb as EPA 524.2 Jhi 04/14/1999
Dichloroditluoromethane ND ppb 0.5 MIA$24.2 JP 04/101999
Ethylbenzene ND l +b 0.5 EPA 524.2 JP 04/14/1999
Hexachlorobetadicne ND ppb 0.5 11PA 524.2 ill 04/14/1999
Isopropylbenzene _ ND ppb O's EPA 524.2 Jl; 04/14/1999
MethyleneChloride ND ppb 0.5 P.PA 524.2 JF 04/14/1999
n-Butylbenzene ND ppb 0.5 EWA 524.2 Jr 04/14/1.999
n-Propylbermne ND ppb 0.5 EPA 524.2 ' JF 04114/1999
Naphthalene ND ripf, 0.5 KPA 524.2 Al 04/14/1999
sec-Butylbenzene ND ppb 0.5 BPA 524.2 Jr 04/14/1999
r
Styrene O.S PPb U.5 FPA 524.2 Jl 04/14/1999
tert-Butylbenzene ND PPb 015 ITA 524,2 JP 04M/1999
Tetrachloroethene 0.5 ppb 0,5 LPA524.2 JV 04/14/1999
Toluene ND ppb 0.5 EPA 524.2 3F 04/14/1999
f CERTIFICATE OF ANALYSIS Page .a
,:.� .. LA-hJ K LAIiORATORILS, INC.
x.,,. " Report DAtMi 04/13/1999
�,epsrf<1'rCAared For: p ,
EnvMotech Lboratories,Inc. Order Npmber: L99634)t7'
449 We. 130
Sandwich Ma 02563
laboratory,.ID L: 9963417-01 gmubow, Witter VOCM409-Jaw Murry
Sample 0: (3amP1�t10 LQcaltons ColteMt4t 04/0.V1999
CoUMed by: Envlrutech Recetvod` 04/08J9999
trans-]02-Dichloroetliene ND FO os FTA 524.2 rr 0..4 411992
¢V '
trans-1,3-Dichloropropene ND ppb o s EPA 524.2 )F 04/1411499
�r
Trichlorocthene ND PO os MA 524.2 rr 04nitil'g"
Trichlaroflaoromethane ND ppb 0.5 BIIA 524.2 At 0MVI,ii9`
Vlaylehloride ND pph 0.5 Bra 524.2 Jr 04/14/1999
Xylene ND ppb o.s MIA 324.2 ri+ 04/14/1999
Test Parameters
IT1:lVr RUSILLT UNITS method lawn l9wi
IAA. Chemistry
Surrogate .2-Dichlorobenxe 90 % BPA524.2 rr 04/14/1999
IAR: prgtuilcs
Surrogate-p-Bromoflaroben 90 13rA524.2 rit 04/14AM
4
r cj�
� �f Ott
S°
SEPTIC PROFILE
TEST HOLE LOGS
LEGEND T.O.F. AT EL. 36.0' ___...._
. , ACCESS COVER TO WITHIN 5" OF FIN. GRADE - (NOT TO SCALE)
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) ACCESS COVER (WATERTIGHT) TO M. MCDONOUGH
ENGINEER:-
PROPOSED GREAT MARS
100.0 PROPOSED SPOT ELEVATION WITHIN 6" of FIN. GRADE
DESIGN FLOW: 3 BEDROOMS (110 GPD) = .330 GPD 34.0 MINIMUM •75 OF COVER OVER PRECAST JIM CONLON HES"
2q SLOPE REQUIRED OVER SYSTEM 33.0 WITNESS: z
100xO EXISTING SPOT ELEVATION USE A 330 GPD DESIGN FLOW
8/2/85
i 100 SEPTIC TANK: 330 Gpp ( 2 ) =660 32 0 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: - < 2 MIN PER INCH o ,�
FOR FIRST 2'
PROPOSED CONTOURPROPOSED1500 3 MAX. PERC. RATE - Q r
USE A 1500_ GALLON SEPTIC TANK
100 EXISTING CONTOUR - GALLON SEPTIC 30.5' ITEE \
LEACHING: 30.75 TANK (H- 10 ) GAS 3Q.0 CLASS I SOILS P# 4816
DW 2(30 + 9.83) 2 (.74) _ 118 -: 30.0'
O PROP. DRYWELL SIDES: BAFFLE 30.;17' �� 0 O 0 = 0 O F O 0
2' x 2' WITH 2' STONE ALL
29.17' O O Z E 0 � E:l "2.5' 0 SIDES
( 30 x 9.83 (.74) = 218 ( 9 SLOPE) �6" CRUSHED STONE OR MECHANICAL [] 0 a i� 0 O C7 6A 3
AROUND INTO SUITABLE SOIL BOTTOM: go ,
COMPACTION. (15.2211 [21) 2 E3 El O a E a a a o 27.17' Q ELEV. Q ELEv, LOCUS Q N
TOTAL: 454 S.F. 336 GPD DEPTH OF FLOW = 4 (16 7. SLOPE) ( SLOPE) 0" 36.0' 0" 34.0'
USE (3) 500 GALLON ACME OR EQUAL LEACHING TEE SIZES: 10" 3/4" TO 1 1/2" DOUBLE WASHED STONE 12" TOP & SUB TOP & SUB
CHAMBERS WITH 2.5' STONE AT SIDES AND 2.25' AT ENDS INLET DEPTH = 12
OUTLET DEPTH = 14" COMPACT MED/FINE
MED/FINE
FOUNDATION- 14' SEPTIC TANK 2' D' BOX 16' LEACHING 36" SAND 33.0' SAND WITH LOCUS MAP SCALE 1 "= 2000'
{
FACILITY
BOARD OF HEALTH 5.17' HARDPAN FINES
60" 1 .0' 60" 28.0'
MA
APPROVED DATE O6D� 17 _t COMPACT
CLEAN FINE FINE SAND
SAND 96" 6.0' ASSESSORS MAP 132 PARCEL 26-3
ZONING DISTRICT: RF
TH 2 EL. 22.0' YARD SETBACKS:
gp° GROUNDWATER EL, EXPECTED ® 10.0' CLEAN FINE FRONT = 30'
SIDE = 15'
SAND REAR = 15'
o PLAN REF. - 513/34
5� 144" ` 24.0' 144" 22.0' FLOOD ZONE: C
N/F
THOMAS SLAMAN
NO WATER ENCOUNTERED
N
NOTES:
LOT 4 /�. APPROXIMATED FROM SAND. QUAD
1 c� 83,479 SFt TOTAL 1. DATUM IS
Z 1� / 2. MUNICIPAL WATER IS NOT AVAILABLE
WETLAND FLAGS RESET
2/9/99 (WHITE) ; 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT.
o�\ J 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
F 5. PIPE JOINTS TO BE MADE WATERTIGHT, i
•�O o�\ -
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
c^�� ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
WORK OMIT .LINE OF SILT FENCE - \tee .'�O G.
8. PPE FOR SEUSED FOR OPTICNSYSTEM IN O SCH. 40-4" PVC.
�� 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT !'
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
O° N N ,, / •10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
- �N ^,> 8__ LO ATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
C
TO COMMENCEMENT OF WORK.
?� T o ���6 SITE-AND T� Ifl SE WA GE .F'L.�N
NOTE: J PRIOt� TO ANY CONSTRUCTION, SAILS, MUST BE VERIFIED ITV THE AREA
+ OF THE SEPTIC SYSTEM, DUE TO THEIR VARIABILITY IN THIS AREAA.
J
i Do• WO LIMIT LINE OF 24 of LOT 4 MAPLE STREET
-21 \ SILT F BACKED BY
HAYBALES : IN THE TOWN OF:
26 (WEST) BARNSTABLE
,� PREPARED FOR:
50' 6,• o- \ 213 JANE MURRAY
r 30 30 0 30 60 90
4) , 7 PROP. DWELL.
T.P. 36.0' x`� 31
/ r
DRIVE UNDER DW
3'f
i GARAGE /
f SCALE: 1" = 30' DATE: JANUARY 6, 1999
\ / 28.0' 33 ` SYSTEM D WN TO FINE SAN(? LAYER. REPLACE WITH CLEAN MED. MOVE 1w I MA
5 ' 27. Dw TH1 �� / MOVO OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF E /19/9S (SILT FENCING,
! ' ER RET. WALL)
SAND., ENGINEER TO INSPECT REMOVAL. REV:2 12 99 WHITE FLAGS
�EDCE OF WETLAND_ - a s �� 36TH2
/ /
i
�j
ti ry� I / `NO gi�/ GE / c��� ti dlcy �L�N OF p,
A9NE y .
ryy Ole
MINE H. r�, off` q�
r OJALA
WORK LIMIT LINE OF SILT FENCECIVIL LA -.
j + 60 x .,` No. 307�2 No.:
g
,. ST
A JALA, S� D►A TE
J
ROP. WELL
LOT 5 �� 10 22'
NOTE: MAINTAIN TREE' BUFFER ALONG ROAD AS MUCH AS PRACTICABLE
N/F
o sT*`
LYNCH REALTY TRUST ' " NO LEACH FACILITIES OR SEPTIC TANKS LIE WITHIN 150' OF PROPOSED WELL
1 �N
VACANT
BENCHMARK �_ � �. OP•
5 , FOUNDATION DRAINS MAY BE NECESSARY IF POOR SOILS ARE ENCOUNTERED IN THE
CONCRETE BOUND :� 'r eR �' 1 AREA OF THE FOUNDATION
ELEV. 28.26' r.•, �•;-
#6 !$
EXISTING WELL r� ..a z.C:
4
PROP. STONE
1
yr DRIVE down cape end' eel'?
C TVT.T-,
LAND: ` 5L7R',T'u'YORS AL
939 maw sties.
98-465
i
- - -
r g9
LEGEND T.O.F. AT EL, 36.0' SEPTIC PROFILE TEST HOLE LOGS
NOT ALLOWED ' ACCESS COVER TO WITHIN 6" OF FIN, GRADE (NOT TO SCALE)
100.0 PROPOSED SPOT ELEVATION SEPTIC DESIGN: (GARBAGE DISPOSER IS ) ACCESS COVER (WATERTIGHT) TO M. McDONOUGH
3 WITHIN 6 OF FIN. GRADE ENGINEER: „7HE GREAT DESIGN FLOW: __ BEDROOMS (1 10 GPD) = 330 GPD 34.0' MINIMUM .75' OF COVER OVER PRECAST � 2 o SLOPE REQUIRED OVER SYSTEM 33.0' WITNESS:. JIM CONLON Z MARSHES"
100x0 EXISTING SPOT ELEVATION USE A 330 GPD DESIGN FLOW Q
100 SEPTIC TANK: 33� GPD 2 =660 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 8/2/85 3 4�
PROPOSED CONTOUR - o
(^) 32.0 FOR FIRST 2' U
PROPOSED 1500 < 2 MIN PER INCH o
USE .A 1500— GALLON SEPTIC TANK 3 MAX, PERC. RATE _
-- — 100 -- — EXISTING CONTOUR GALLON sEPrlc
LEACHING: 30.75' TANK (H- 10 ) 30 5 tC
30.0' CLASS I SOILS P# 4816
G S n
PROP. DRYWELL 2(30 + 9.83) 2 (.74) = 118 BAFFLE cxa0'O SIDES: 30.17' CJ C7 �, Cl 0 0 C7 C7(2' x 2' WITH 2' STONE ALL 30 x 9.83 74 = 218 9 29. C7 p 0 Q 2,5' ® SIDESAROUND INTO SUITABLE SOIL) BOTTOM: (' ) % SLOPE) �6" CRUSHED STONE OFd MECH [] (� 0 �] 0 6A 3
COMPACTION. (15.221 �[2]) go$g ELEV. ELEV. o
TOTAL: 454 S.F. 336 GPD DEPTH OF FLOW 4' 2 C� 0 0 0 (� O Cl 0 C� 0 27.17' E� Q LOCUS a'',�
(_1 6_% SLOPE) (T% SLOPE) 0" 36.0' 0" 34.0'
USE (3) 500 GALLON ACME OR EQUAL LEACHING TEE SIZES: 10" 3/4" TO 1 1/2" DOUBLE WASHED STONE
INLET DEPTH 12" TOP & SUB 12"
TOP & SUB
CHAMBERS WITH 2.5' STONE '�AT SIDES AND 2.25' AT ENDS
=
OUTLET DEPTH = 14" COMPACT MED/FINE
MED/FINE
FOUNDATION— 14' SEPTIC TANK 2' D' BOX 16' LEACHING 36' SAND 3.0' SAND WITH LOCUS MAP SCALE 1" = 2000'
FACILITY
-` BOARD OF HEALTH 5.17 HARDPAN FINES
MA 60" 1 .0' 60" 28.0'
APPROVED DATE � 17't
COMPACT
CLEAN FINE FINE SAND
� ASSESSORS MAP 132 PARCEL 26-3
SAND 96 26.0' r
ZONING DISTRICT: RF ,
" TH 2 EL. 22.0' YARD SETBACKS:
GROUNDWATER EL. EXPECTED @ 10.0' CLEAN FINE FRONT = 30'
SIDE = 15'
y SAND REAR = 15'
J
6$ o PLAN REF. - 513/34
1 FLOOD ZONE: C
N/F - .a" 24.0' 144" 22.0'
THOMAS SLAMAN - — ----- --_
N
NO V,,ATER ENCOUNTERED
NOTES:
LOT 4
83,479 SFf TOTAL 1 . DATUM IS APPROXIMATED FROM SAND. QUAD
14 2. MUNICIPAL WATER IS NOT AVAILABLE
N/F 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
ELIZABETH COLE a�,`� WETLAND FLAGS RESET / 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
1� a z/s/ss (WHITE) - 5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
WORK LIMIT LINE OF SILT FENCE � \� #13
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
FnP �FPT'(; �Y'_TF �A TO ., ` , -0-4•" P
i .. fin- ,
S NOT TO
• / �� � 12 p . � - 9 INSPECTION BY BOARDgOFBACKFILLHEALTH EADND PERMISSION OBTAHO D
�1 OR CONCEALED WIT
# C�
FROM, 30ARD OF HEALTH.
Np� N N 8 10, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
N A LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
�9 TO COMMENCEMENT OF WORK.
10 Ste' NOTE: PRIOR TO ANY CONSTRUCTION, SOILS MUST BE VERIFIED IN THE AREA' ♦ ♦ WORK LIMIT 00, LINE OF OF
7p
' OF THE SEPTIC SYSTEM, DUE TO THEIR VARIABILITY IN THIS AREA. SITE AND SEWAGE PLAN
_21
I � _
/
SILT FENCE BACKED BY LOT 4 MAPLE STREET
HAYBALEs IN THE TOWN OF.
27 (WEST) BARNSTABLE
71
26
4- �♦ PREPARED FOR:
50, 26 JAN E MURRAY
4/7 � •PL , 30
PROP. DWELL. �' 31 30 0 30 60
90
T.F. = 36.0' �
DW
\ (J6
i DRIVE UNDER
\ 28 0 GARAGE 33 SCALE: 1" = 30' DATE: JANUARY 6, 1999
TH1 5' REMOVAL OF UNSUIT,•,BLE SOIL REQUIRED AROUND PERIMETER OF
s 27. DW SYSTEM DOWN TO FINE SAND LAYER. REPLACE WITH CLEAN MED. REV. 1/19/99 (SILT FENCING, MOVE
WELL, SMALLER RET. WALL)
pGE OF SAND. ENGINEER TO INSPECT REMOVAL. REV. 2/12/99 WHITE FLAGS
_ WETLAND__._- / a 6 TH2
_ #4 �: g tMtT �tN'E
R 1
R
REV. 6 0 99 ROTATE
F
ti I SILT
/ HSE)
lN Of M4'"Ir.
ARNE
ARNE H. yG o H. `.
r`
WORK LIMIT LINE OF SILT FENCE 4 OJALA � OJALA
CIV 9 No.26348
2
No. o� O yo
Ff Cf$TERE QJ``' q
c NaL—
�s
OJALA, P.E., P.L.S.T DATE
LOT 5
PROP. WELL NOTE. MAINTAIN TREE BUFFER ALONG ROAD AS MUCH AS PRACTICABLE
M�-
N/F
LYNCH REALTY TRUST 9 i'EO w� #7 NO LEACH FACILITIES OR SEPTIC TANKS LIE WITHIN 150 OF PROPOSED WELL
BENCHMARK �'/ \ / J ,� FOUNDATION DRAINS MAY BE NECESSARY IF POOR SOILS ARE ENCOUNTERED IN THE
CONCRETE BOUND �' �� / 1 AREA OF THE FOUNDATION
ELEV 28.26' S t i
MPQ / #6 #8
off 508-362-4541
fox 508 362-9880
i J4 EXISTINGW
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
f 939 main st. yarmouth, ma 02675
98-447
l