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HomeMy WebLinkAbout0093 MAIN STREET (COTUIT) - Health 93 MAIN ST. , COTUIT, A = 009 012 001 j fill UPC 12034 ae�eeaeaeeees.wee M, f�p�rd��f6��� I Jy1�M" o�rT� I� i TOWNO"r_ STABLE dui T / LOCATION ' _.4d S> WAG "" VILLAGE ' �� °tom - ASSESSOR'S INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) v? d(size) NO.OF BEDROOMS ,x�' BUILDER OR OWNER 1,°PERMITDATE: CO CE DATE: ` `Sep cation Distance Between the ti. x a y, ; ate. J-,. [ '4r$•. - f r}"`'„V - - f +�.. .,� Feet Maxunum Adjusted Grounawatei..Tablcland Rottom,of Leachsng Facility. Private Wate Supply WelI�$nd Leachtng;.>~actli,t If any�wells exist on site or within 2�felt of Iea tong facihry)x: a '° Feet. Edge of Wetland and Leaching Facilitylf Feet within 300 feet of leaching ,, facih , m rt (Furnished by '�.cam ��r it f�^''� i d G"'. v -..�'�t''.• } n i k - - �f jA- 0, k j No. 7 '?— I gr / ' v Fee / I Gl,� ti r .� THE CO O E OF SS I ntered in computer: E S s S PUBLIC HEALTH DIVISION -TO MASSACHUSETTS v ZIppiication for �Digonl *pgtem Congtruction Vertu �P Application for a Permit to Construct()()Repair( )Upgrade( )Abandon( ) Ll Complete System L1 Individual Components Location Address or Lot No. 41 I✓ S t Owner's Name,Address and Tel.No. I—312—g 2 q^7Goo CdtU/T, / 1465. r►-GOER1cK TOhANsoti Assessor's Map/Parcel t 0 2 Ib OAle S trECT q o/ PA RCEL 1-2 ( W I NNET kA I LL,I Nt91S Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 6-0 6-- H 2 8'3 3 y y 4-S/VC-//v46F42lfl p 1 NG. 7 P,9rKe2 �aN+� QS tE/'f//L LL /Y/A 5S Type of Building: Dwelling No.of Bedroom Lot Size L/6 302 sq. ft. Garbage Grinder(NC) Other Type of Buildin No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3© gallons per day. Calculated daily flow 3 3 2- gallons. Plan Date NoV. 9 1 19 9 9 Number of sheets 1 Revision Date N®ItIE Title Site Pj_A1V-Pro Po.s E D S E'PTic SYSt, M Size of Septic Tank 1 6-00 CAL.-Lo1Ys Type of S.A.S. 12.'x251 LEAc_kit 30 ChPA13E2 Description of Soil 0-3" "O 0rG-Nwio jgQAj 3�� g" F-- L`t• 13rN/511.GraY sf/NDY LoAM �- grNIShl yEL• &agrsS- SA/y0 UlCoL38LEs, 29'— 120"— C- LT. `/EL'iSh Ccwrs,!�_Vmo W,X Ca$13LE S 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' ued by this Board of Health. Signed �. °- Date Application Approved by r1 6 Date - Z' Application Disapproved for the following reasons Permit No. "-77 7 Date Issued Z 2 - No. / / — 7 O `_�!r r 7 Fee THE C WMONVV T'*_OF ASSACHUSETTS Entered in computer: w 2 PUBLIC HEALTH DIVVISION TOWN OF¢BARNSTABLE., MASSACHUSETTS s + LA Jam. "� appr'%catots for gigpopl*+ otem Cougtruction Vermit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. q 3 M al N s t• Owner's Name,Address and Tel.No. 1-312.'g 2 q-7000 C01 U/T, /Y)14 S 5. IrrEDERIc K 3ohANS4AN ; Assessor's Map/Parcel 1 o-Z I, o,41c S tre2g r APC/ Z P,4RCEL I-Z WI1VNETKA9 I LLINOIS' Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 5.0 it- y 2 0-3 3 q y S uL1-1MW AY aIVG/N6=62111;;F I NG. 7 PA/'KE 2 C2&A 0 O5 tE/'///I-L 45, InA 55 Type of Building: 4 Dwelling No.of Bedrooms Lot Size NS, 30 2 sq. ft. Garbage Grinder(No Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3 O gallons per day. Calculated daily flow 33 2. gallons. Plan Date N 0V. 9 , 19 9 9 Number of sheets 1 Revision Date W VF Title Site PLAN-ProPOsEO sEPric S1/St.--Al i ^>-v Size of Septic Tank 1 6-00 G141LLoNs Type of S.A.S. 12'x25 t L/=AC_korVj* ckomf3E2 Description of Soil 0-3 " "O or(-AAIi4 4o19M , " '�3 - g - F-- L-t. l3rN/sM.GrAY SfJNOY LOAM . 9 - BrNts H /EL• coprSr SAND kVCV8,GZ;5. 29'- 120"- C- Lt. �/EL ISh CuA/s� SA/YA W� CuHB�E s Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: w 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 i d bythisBoard'of Health. Signed _. Date Application Approved by a Date ' 2- Application Disapproved for the following reasons Permit No. /-7 P'7 Dat6 Issued ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(X)Repaired( ),Upgraded( ) Abandoned( )by at 4rateyi t- /71,0S5 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. C�9 7 dated Installer " Designer SULg./yA/V g!��Wg_,Pr/4Y� //YG• The issua f this permits all not be construed as a guarantee tha the sys function �gn Date Inspector �- — ------------- —2--------------- -- No. Fee 0 7 � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABL-E., MASSACHUSETTS Migogaf *pgtem Cougtruction Vermit Permission is hereby`granted to Construct(X)Repair( )Upgrade( )Abandon( ) System located at 13 M A 1 N S*-EE T . L'07Li and as described in the above Application for Disposal'System Construction Permit.The applicant recognizes hiAl er duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of-this ermit. Date: Approved by a I 1 TOWN OF BARNSTABLE LOCATION SEWAGk# '� VILLAGE C ; ASSESSOR'S MAP:& INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY F✓.��® LEACHING'FACILITY: (type). o? (size)011, NO.OF BEDROOMS BUILDER OR OWNER_Z"Iew� Jatlugw�le PERMITDATE: C0 CE DATE: Separation Distance Between the: Maximum Adjusted Groundwater,Tableftrid Bottom of LeachLng Facility Feet Private Water Supply Well and Leachtng.Facility (If any wells exist on site or within 200 feet of leaching facility) t„ x - Fe et Edge of Wetland.-and.Leaching Facihty�If aay were within 300 feet of leaching facili Feet Furnished by js I - I j n I � V i i „�� STANDARD LEGEND NOTE:not all symbols will appear on o map f }s pq k z\/ 681 7 ...........J GOLF COURSE FAIRWAY >� 1. 72 EDGE OF DECIDUOUS TREES t;' EDGE OF BRUSH ORCHARD OR NURSERY q. 53.2 L€ s 1 {' EDGE OF CONIFEROUS TREES 1 '` . MARSH AREA , 1 i f ` ,'"i --- ” \ ;.,t•. '•: �� I � ' � >���:� k:1 � 1 � ,.1 EDGE OF WATER s �\✓ rr <r —r J = _ _ = DIRT ROAD 3 ° P 23 ..:?"�i-, .. T, /•; •� � ,� � DRIVEWAY PARKING LOT PAVED ROAD DRAINAGE DITCH PATH TRAIL PARCEL LINE r MAP 110 MAP# ��1.9 .% 21 E-- PARCEL NUMBER t #rasa HOUSE NUMBER .. { j'f , 2 FOOT CONTOUR LINE " 10 FOOT CONTOUR LINE i/ MAP;` ' "•:���. _ ,: -- a, ' ' 1 \ 1 _ ` 'rr n� \ \ i/4.9 SPOT ELEVATION 1 2- K# 6, c::::cW:r_:::> STONE WALL q` ^`�,}„ K > 1 X--X... FENCE RETAINING WALL RAIL ROAD TRACK STONE JETTY /•\58.9 `.�..—' ,�� � _ "`• ��' ,l', ; ��• f� / w`-K'f'`i.- {'r {�� SWIMMING POOL _ ry Y l r ` PORCH/DECK / / `I ;, Y \\,6 �� ' J ❑ BUILDING/STRUCTURE �\ .�-- `•._. { /"1 ! �..- 4 , \/ ] It�"�cj1� DOCK/PIER/JETTY HYDRANT t ✓ e VALVE OO MANHOLE ...._.,= ~! '' ,' ', ,• o POST FLAGPOLE O T O W N O F B A R N S T A B L E G E O G R A P H I C 1 N F O R M A T 1 O N S Y S T E M S U N 1 T p SIGN ® STORM DRAIN N PRINTED SCALE:IN FEET *NOTE: Planimetria,topography,and **NOTE:The parcel lines are only graphic representations DATA SOURCES: Planimetria(man-made features)were interpreted from 1995 aerial photographs by The lames w?x vegetation were mapped to meet National of property boundaries.They are not hue locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD 0 UTIUTY POLE n TOWER w t 0 50 100 Map Accuracy Standards at a scale of do not represent actual relotionshi s to physical objects Corporation. Planimetria,topography,and ve vegetation were mopped to meet Notionol Ma Accuro Standards P P P YS I Pg pP p cy O LIGHT POLE O ELECTRIC BOX s 1 IN01=100 FEET 1"=100'. on the map. at a scale of 1"=100'. Parcel lines were digitized ham 1999 Town of Barnstable Assessor's tax maps. / F c s �E. ►a Vr ' ' � ZONING KEY STANDARD LEGEND ?- a NOTE:not all symbols will appear on o map �� TOWN ZONING LINES SHOPPING(ENTER REDEVELOPMENT OVERLAY LEGEND ........., `�..._.w� GOLF COURSE FAIRWAY ` / /', t✓ �� /f \ j' "IMp ADULT USE OVERLAY DISTRICT LEGEND �.:':.:::r... : EDGE OF DECIDUOUS TREES GROUNDWATER PROTECTION KEY _Y._..x...x...> EDGE OF BRUSH a Wp Wellhead Protection �' � �•c � __- � ORCHARD OR NURSERY ,p Groundwater Protection tr EDGE OF CONIFEROUS TREES AP MARSH AREA / /' _ — -�...• y \ 1l „ , - AP Aquifer Protection EDGE OF WATER DIRT ROAD f; DRIVEWAY rf i� ?�� � €�`$�..�•-''m� �E ,�a�r �t E— PARKING LOT r r j PAVED ROAD DRAINAGE DITCH PATH/TRAIL I� PARCEL LINE - ;% -�St j� ` ", t{ `� aI MAP I10 E--- MAP# {�e9 MAPS 1; t "IN 21 PARCEL NUMBER ," i: _\..: .._, 1 � � E� .: #1e60� HOUSE NUMBER i /\ RI E E E #-7� E 2 FOOT CONTOUR LINE ( fit. 10 FOOT CONTOUR LINE i�4.9 SPOT ELEVATION 12- �2 STONE WALL/- `\� J,✓; �" -j 1 rr! -X—X- FENCE — y .®..._.®. RETAINING WALL RAIL ROAD TRACK _._ M ;.; . .,.•�.� ..... ..�- � � \ � j � U'��: t, �� � �� STONE JETTY /\ 8.9 - ",- '; i SWIMMING POOL y�pp PORCH/DECK „ ❑ BUILDING/STRUCTURE t�l BUI G/ r r;- DOCK/PIER/JETTY HYDRANT 1q, e VALVE @ MANHOLE 0 POST p FLAG POLE T O W N O F I B A R N S T `A 8 L E G E O G R A P H 1 C 1 N F O R M A T 1 O N S Y S T E M S U N I T p SIGN ® STORM DRAIN M PRINTED SCALE:IN FEET *NOTE: Planimetria,topography,and **NOTE:The parcel lines are only graphic representations DATA SOURCES: Planimetria(man-made features)were interpreted from 1995 aerial photographs by The James t y vegetation were mapped to meet National of property boundaries.They are not true locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD 0 UTILITY POLE n TOWER w 1 ` O 50 100 Map Accuracy Standards at a scale of do not represent actual relationships to phyvml objects Corporation. Planimetria,topography,and vegetation were mapped to meet Notionol Map Accumry Standards 4 LIGHT POLE O ELECTRIC BOX 1 INCH=100 FEET I"=100'. on the map. at a scale of 1"=100'. Parcel lines were digitized from 1999 Town of Barnstable Assessor's tax maps. 3 r TOWN OF BARNSTABLE dk�l�t`✓� d�.ell -� �1,�Y,. LO A� 710N �:,q3 �yt S SEWAGE# VILLA.fE C Q rU f r ASSESSOR'S.MAP & LOT ©C7-- 611 INSTALLER'S NAME&PHONE NO. M A IC 0,A1-PeX 4 � SEPTIC TANK CAPACITY / 3-0 LEACHING FACILITY: (type) e e/?-(size) 3 3 ip's NO.OF BEDROOMS BUILDER OR OWNER= `i•u4 A.a 159dci,- y PERMTTDATE: -COMPLIANCE DATE: "' 'Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 within 300 feet of leaching facility) Feet Furnished by. _ A TOWN OF BARNSTAB_LE LOC,t�TION' �' �� SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (sue) i NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNERP-YAU )dVyV DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: RIANCE GRANTED: Yes No tc N / GP c3 G No. 8� �J � (1�✓� Fee °� 5 0 .0 0 T E COMMONWEALTH OF MA$SA HUS TTS Entered in computer: Yes PUBLIC HEALTH DIV N T ACHUSETTS Zipplication for Miopooar *p.5tem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) NComplete System ❑Individual Components Location Address or Lot No. 93 Main r e e Owner's Name,Address and Tel.No. —4 16—4 2 5—5 6 5 9 Cotuit, Mass. 02635 Miss Susan Kenny Toronto Assessor'sMap/Parcel Canada M4G IE5 Installer's Name,Address,and Tel.No. Desi ner's Name,Address and Tel.No. J.P.Macomber & Son Inc. J.> .Macomber & Son Inc. Box 66 Centerville,Mass. 02632 Box 66 Centerville,Mass. 02632 Type of Building: Dwelling XXNo.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(NOS Other Type of Building RES No. of Persons 11 Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3 0 gallons per day. Calculated daily flow 3 x 1 1 0 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 1 500 gallons Type of S.A.S.Box 3-330 Rec argers Description of Soil Sand Nature of Repairs or Alterations(Answer when ap licable) Omitting cesspools. Installing. 1 -1500 gallon septic tank. 1 -Distri u lon box and 3-cultec 330 rec argers. 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 beAissuedy th2is Boar of a tSigne Date 9/8/9 7 Application Approved by Date 9�- 1-A 9 ` Application Disapproved for the f owing asons Permit No. Date Issued 0-111/ No. / ' UGJ - - p f t 1 t/ I�/�1l rl7 Fee 5 0.� THE COMMONWEALTH OF MASACHUSETTS Entered in computer: t PUBLIC HEALTH pDIVISION-TOWN-OF-B.ARNSTABLES-MA SACHUSETTS es 0(pprication for Misspaal *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ?Eomplete System ❑Individual Components Loc�tion,4d;ss or Lot No. 93 M1SS. 1 Owner's Name,Address and Tel.No. . CoLLu11 02635 Miss Susan Kenn Toronto Assessor's Map/Parcel Canada M4G IE5 �sta?r' ame A ress and TeLNo. .o 8 es a 's Name Address I Te No. 8 J .Y.1acdmeY �c Son Inc. J . .rNlacOYnDer & �on Inc. Box 66 Centerville,Mass. 02632 Box 66 Centerville,Mass. 02632 Type of Building: Dwelling XXNo.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(NO Other Type of Building No.of Persons 1 Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3 0 gallons per day. Calculated daily flow 3 k 1 1 0' gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank gallons Ty�Se of S.A.S.box ec argers Description of Soil Sand if tur a ai lte at'o n he Omitting cesspools. Installing Nf- lsgd �al�'b�i Sep�'�i�` �`a%l�. r'1a���'��ibut±on box - F Date last inspected: Agreement: �... a - e The undersigned agrees to ensure the construction and maintenance of the afore described on-site se wage 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 cate of Compliance has been issue y this Bo of a d�G�y ��' /'' 9/8/97 Signed i Date Application Approved by *. k Date q 1-- 9 7 Application Disapproved for the fo owing reasons i } Permit No. ! Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded(XX) Abandoned i� S by J.P.Macomber & Son Inch. at 93 M icree otult, Inass. has been constructed in accordance with the prov' io sQfTitle 5 nd the for isnosaa]l,S��ystem Construction Permit No. 8� dated Installer ` •�'Macom�er & OPn lITC C. Designer J.P• CO Der $On Inc. The issuance of this pe shall not a construed as a guarantee that the system will function as designed. Date `1 G y f Inspector Q 7 O S -------------------------- Fee $7Fee $ 50.00 f THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogal *pgtem Con.5truction Permit Permission is hereby _ anted to Construct( )Re ((-- )U grade(XX)Abandon( ) System located at 3 Main Street uit,Mass. 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. i Provided:Construction must becompleted within three years of the date of this permit. Date: / 7 Approved by .d—_) r CERTIFICATION Ur SKE'ral AND APPLICATION FOR A DISP( . WORKS CONSTRUCTION pL D PLANS1 i I J.P.Macomber Jr, ____.... .. - - e e rtily Cllat tllu uppk5tion-for disposal works coristruction permit signed by me d-lted _ 9/8/97 `, concerning the ` L .. property located at _._. meets all of the following criteria: There are no wetlands within 300 feet of the; proposed septic system • There are no private wells within 151 tvct of the proposed septic system 0 The observed groundwater table ;s I ftct or eicalcr belo%y 11IL:bottom of the leaching facility There is no increase ill flow uud/oi change in use proposed • There are no variances requested or needed. SIGNED : . DATE: 9/8/97 LICE SEPTIC SYS'fE,PA INSTALLER IN TI41 T0%YN Or DARNSTABLE NUMBER (Attach a sketch plan of the proposed s};;enl. Also if the licensed installer posesses a certified plot plan, this plan should be subatittedJ. 1 - F02 4i Q TOWN OF BARNSTABLE LOCATION 93 � s SEWAGE# 7' VII,LACE C �V ASSESSOR'S MAP & LOT d INSTALLER'S NAME&PHONE NO. K CAP SEP'ITC TANACITY '0 LEACHING FACILITY: (type) 3 e C G ,C/?-<size) 3 S NO.,OF.BEDROOMS 3 BUILDER OR OWNER PERMTTDATE: 9 - 7 COMPLIANCE DATE: Separation Distance Between the: Maximuin Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist Feet on,site or within 200 feet of leaching facility) Edge.. Wetland and Leaching Facility(If any wetlands exist Feet j within 300 feet of leaching facility) Furnished by 6 ti 3 r , t i Exl STING t � r I �all, L}-lvNG- t oCor ,t El )�N DEP-SOA/ CA5L:W 7- r4A1D�2SOu 7WWGDM ~ GR 23S �N��26oN �,RaScD EB- vou'We hulaf�ao�- 1 7 y d 1 . 't Owners Jacorccflve i Skai oecl ?ass w/h c6,, ANDERS01) fy iI Lfl, _ — ---- i G (.�NDE {9ND�Q��v G�id�:,� Pa►,� v �a r> �SOAl Double Fwc— hoc L cPT HAN 4k►�le. ` ELF 6 r_ ` i ! r • -- - _.____..,._.�_.___-__ _.. . __.._._.ems_ ._...___...._____.. �(� . . . -- -- •_ _.,.___..__._...._-_.____._-_..t..� ' I O ' \,,IA-L k- 1 N of ! C_LC>c �T 0 1 SI air C2 ----- LL D --- Dn rn A 5TZ �DCA open f 3 c f -77 HEAO VIP j, V-T � _.. may.•, � _- rn MN OW � � I I Fli i Rooms r 1 { 'Scab 4 ` S r i i 1 i - I 1---- TuP RoomML r , 0 i �Ap lLV o F--�i _ -7 i--- - — f _ i t l p t ' l F.G.66.2 F.G.64.5 —_ 61.5 Top E1.62.5 _ I N 810 57��57°E 264.65' _ � 64.2 <; Bot.E1.59.5 1 64.0 1500 Gallon 1000 Gal. 61.9 :61.7 I l; Septic Tank Pump ' LOT ARIGA Chamber 5.0 o I ' ' Bottom of Test Hole El.54.5 Bedding as z Z Per Title 5 No Ground Water. EXIST. SEPTIC SYSTEM O O S,C-a PERMIT 97-488 O 3 N N To ftEMAIH c DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM z -, c I Q r--- i r--I J c0 Not tOScale 0 p �y.S W 40 C 4"0 Sch.40 PVC Finished z From Septic Tank Grade NOTES D-BDX Ih L Water Supply FarThis Lot is Municipal Waie►.• (�LAJrdS ��S~, 2 Location of Utilities Shown an This Plan AmApprox. Q PUMP O .r At Least 72 Hours Prior to Any Excavation ForThis CHAIW$E R z I Conduit Thru Chamber Galy. A Project The ControctorShall Make The Reqyuired S N r.LL For Power B Float Chain To D-Box Notlf Ration to Dig Safe(I-800-322-4844) I � Emergency Storage ; Cables. ao Min.2�Cover d I SEPTIC a O•WAV Vol.440 Gal. 3 The Contractor is Required to Secure Appropriate I i I I TANK Permits From Town AgencieA For Construction 1 Ala n EI 62.1 2 0 Sch.40 PVC r Defined byThis Plan. Mercury Float y Threaded Pipe �.• I 1L ExIST. xw.n o Pump onE1.61.6 equiredtoWithin 12"of L J ' � DARN, i o, F•t=• Switchs-3 R b 4 install Risers as R "'i Check Valve Finished Grade. 1`25"- 117.' 112' I NIN Pum off E1.60.6 All x66,'7 y Secure Pipeat Top B S.All Structures Buried Four Factor More arSubject' Q: G4'4 u" x 16T, X Bottom of Chamber �;. to Vehicular Traffic to be H-20 Loading. I Vy,SX a X �7.2 ISLO �/ Bottom El.59.1 �� I 6"Washed E Septic System tobelnstalledinAccordance With 6yN x �'' ,:';: ,.,';.• b.;q. Stone Min. 00 (SPOTgV.TYR) r D�n 310CMR15.00Latest Revision And The Townof l Barnstable Board of Health Regulations Ay HA I 1000 6aT1IoOnN �— 7. All Piping!a be Sch.40 PVC. PUMP CHAMBER DETAIL Not to Scale N 8604510011E 1 DESIGN DATA 233.92� xber.I I ,?� 24 00peninq Above For M.H. Minimum Flow Allowed r V"GaIv.Pipe Fbr Frame a Cover. With no Garbage Grinder 1 Float Support Daily Flow=330 GPD 00/VER �,�.�• Septic Tank 330 GPD c Tank 660 GPO SC11 Use 1500 Gallon Septic Tank DR/I/E i q... LEACHING AREA Pump Power Float Control To D-Box Cables Installed in Accordance 0 - 330 GPD/0.74=446'SF Required PLAN VIEW With Local Bldg.B Elec.Codes. - Sidewall=2(12�+25�)2=148 S.F. �� / Bottom Area= 12'x25'= 300 S.F. 448 SF.Total Provided Scale: I 40' 4�0 From'.Septic precast Pump LEACHING CHAMBER DESIGN Tank.Sch.40 PVC ` _. 8 0,Chamber .� All Pipes to be Schedule 40. Use 2-500 Gal.Leaching Chambers Ina 0 12'x 25'Washed Stone Field as Shown O TE ST HOLE EL, 64.S •�tT 0�,�{rY :O_O�" O )RC.*%N1G MAT., LOAM I PLAN � L'T• �RN•ISN GRAY SANDY . „ LOAM IQVR loll c� —Finish Grade +. g LSRN,tSN-.VEL.. COARSE SAHO _ qe W/W55L.C5 10YR lob FIHer 2 Fabric 'Compacted Fill - C LT, Vs05H ORN.CCAR5is. SAND @ � 120 w�GOBPjLt=S 2;SY !%+l 11 �`Y`4 SITE PLAN FOG Stan PROPOSED SEPTIC SYSTEM TEST HOLE 151Y SULL\VAN F_mG.. ING. �t� AT Nov. 1Z 1999 "' r 30 vo i 7ICh' 3/4 11/2" 93 MAIN STREET a Double Washed @" ��" `� �� COTUIT MASS. Stone we f �P�;� I `G"`�+.�• FOR. FREDERICK JOHANSON SECTION OF CHAMP, BER SCALE AS SHOWN DATE' NOV. 9, 1999 CROSSSULLIVAN ENGINEERING INC NOT TO SCALE OSTE RV I LLE, MASS. 99051