Loading...
HomeMy WebLinkAbout0167 POINT OF PINES AVENUE - Health (2) 167 Points of Pines Centerville 19 A=230 070 ME:A D No.H163OR UPC 10259 smead.com a Made in USA r TOWN O BARNSTABIX ;?,OCATION �� J ®� �r T 6 t" ,Av gr ✓�Q/ SEWAGE Q 3 `'ILLAGEC,F,-7—PQ yi le ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. AR—e/l ��✓3%�� S� 7>r l 362 SEPTIC TANK CAPACITY /S'cs d �.�/�o,✓ /ova �y��o C�A �� LEACHING FACILITY:(type) ��csi� i.✓f/�,�o��1(size) So.r NO.OF BEDROOMS �f OWNER PERMIT DATE: o 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 within 300 feet of leaching facility) Feet FURNISHED BY Is'�ofT G Av� 6 2 ��� TOWN F BARNSTABLE 'L.00ATION �` — v SEWAGE # VILLAGE 64�yfC C6:;;— ASSESSOR'S MAP & LOT c;7-30 O 7 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: 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 �, �.3 = 67 � �� = 60 �� w � © i No. "3 Fee 75 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION e TOWN OF BARNSTABLE, MASSACHUSETTS Rpplitation for Disposal 6pstem Construttion Permit Application for a Permit to Construct Repair( UPSrade Abandon Complete System �ndividual Components Location Address or Lot No. ?k,tl Owner's Name,Address,ano Tel.No. Assessor's Map/Parcel A,3b 4 via 6e,(\ AvC L i %,c, '%Zr,�^V_1v\. Installer's Name Addre s, d el. �J Designer's Name,Address,and Tel.No. �rc� Vic ��(� mac„fMc3 s.c c. 6,1wV i -Tow 99MCOO Type of B ilding: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank C I-SO t oo tr �L Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable)�\Gk S %a q O CAAC,e b V CG :Seio�rcc ?-, dot N� �V 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. f ed Date // _ /a Application Approved by Date / 9 -Ox5 Application Disapproved by Date for the following reasons Permit No. ! � Date Issued ,f No. 13 5S Fee_75 . THE COMMONWEALTH"OF MASSACHUSETTS Enterq)in computer: PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHU6ETTS Yes t 2ppticatlon for -Isposal 6pstetn Construction Permit lc� Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System VdiT idual Components _x Location Address or Lot No. Poi^ Owner's Name,Address,and Tel.No. �` 6� C'1��5 Assessor's Map/Parcel a. CCNR, Am L\ SC, V C�.J�� Installer's Name,Address,and el.No. Designer's Name,Address,and Tel.No. Swk\ ("\ �raA-t, \1� 6 ko Ya(M'O V e2� Ub . Type of B Ad&j: V l Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) G Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title -', Size of Septic Tank CV S k !:5D j/1 mo (, Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) C —^Ar'^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. S' ed 4 ,,• Date Al /k ha ] Application Approved by Date 4/ / Application Disapproved by Date for the following reasons Permit No. `Z `��lJ --3 5,57 Date Issued // —Zo THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( �!. Upgraded( ) Abandoned( )by_ � , at ,"��r� T A1,�Aviv Ce m k y V4%,een constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. - ated Installer Designer #bedrooms Approved design floe✓ gpd The issuance of this permit shall not be construed as a guarantee that the system wi 1 bli/on as desig ed. Date�,�;t, Inspector , , - ----------------------------------------------------------------------------------------------------------------------------- No'. 515 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS �Q• C)r1� Mtsposal ,6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(JA Upgrade( ) Abandon( ) System located at 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. i Provided:Construction must be completed within three years of the date of thlb Date � � Approv s ' No. . Y� f FeeIV THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes • applicatton for igpogat *paem Con5tructton j3ermtt r � Application fora Permit`to Co ONct(/ Repair grade O Abandon O Complete System ❑Individual Components i Location Address r Lot No. Owner's Name,Address,and Tel.No. ., Assessor's Map/parcel O 7 S'9✓h y 0- Installer's Name,Add re s,and Tel.No. Designer's Na e,Address and Tel.No. Type of Building: moon hnide Dwelling No.of Bedrooms _ — Cc Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 1 7 C gpd Plan Date Number of sheets Revision Date 3� Title Size of Septic Tank f 3 Type of S.A.S. � Cg P iw;�i 2 aTa2S' Description of Soil t 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 Certificate of . Compliance has been issued by this d of Health. y Signed..'~ Date Application Approved Date C�6 Application Disapproved by: Date for the following reasons Permit No. ____2W6 Date Issued U �D No. t (< *Z JJ T Entered in computer:kTHE COMMONWEALTH OF MASSACHUSETTS p Yes PUBLIC'MEALTH DIVISION TOWN OF-,BARNSTABEEi.MASSACHUSETTS f application for Mt5po!5af,6pgtem Construction Permit ( A licatioi Yfor a Permit to Construct(/°}Re air II e h._ pp p �),: pg O Abandon.(. ) Complete System ❑Individual Components Location Address r Lot No. _ ,f Owner's Name,Address,and Tel.No. 46 Assessor's Map/Parcel 3 O 4 Jr^`� ✓'► w Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 4L G H Cv N ST Z�, (2P Q f11:I"j 6: ejop y Type of Building: 3 _,Mr I^ i f Dwelling No,of Bedrooms — (a4iWt°Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow(min,required) gpd Design flow provided / gpd Plan Date Number of sheets Revision Date Title f Size of Septic Tank '% Type of S.A.S. 7 rr i Description of Soil " /o YS 01 y p Nature of Repairs or Alterations(Answer when applicable) Date,last:respected:.� F Agreement,. . Y The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance witfi 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. y Signed. Y Date ;Application Approved by _ _ Date G :, ' Application Disapproved by: Date for the following reasons Permit No. 2 t06 If Date Issued / ———————————————————————————————————————————— THE.COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (156 Repaired ( ) Upgraded ( ) ��-- Abandoned( )by f Z k at / , i7/T b i i '� ' �S' �' has been constructed in accordance with the provisions of T,it))le 5 and the for Disposal System Construction Permit No. (DC' 3Y 2 _/dated Installer 21- �'�, Designer �y1�2 '�' -p/ i� �} r #bedrooms { ' Approved 'g cw O gpd The issuance oft 's perfni shall not be construed as a guarantee that the system 11 func ion as esigned Date 31 6 Inspector �"✓ ————————— 7——————————————————————————————————— No. 6-d r- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=igo!5a1,*p!9tem Construction Permit Permission is hereby granted to Construct (Repair (/) Upgrade ( ) Abandon ( ) System located-'at �/ and as described in the above Application for Disposal System ConsAction Permit.The applicant recognizes-his/her duty to comply with Title 5 and the following local provisions or special condition Provided: Construction m st be completed within three years of the date o t i� s permit Date / is Approved by I Town of Barnstable Op1HE 1pk, Regulatory Services �O Thomas F. Geiler,Director BARNSTABLE, MASS.% ; ,0� Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 8 3 JV(o Designer: Shay Environmental Services, Inc. Installer: 2 Address: P.O. Box 627 Address: East Falmouth MA 02536 On gta6 o'.0 was issued a permit to install a (date) (installer) septic system at T Gm� - based on a design drawn by (address) Shay Environmental Services, Inc. datedI��`�3� (designer) XXI 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. 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. OF MgRn a o� CARMEN (Installer's Signature) E. S141AY N No. 1181 GISTS S pC� (De ' ner s Signature) (Affix Desi p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form G PE R C 0 LAT I O N TEST 3-24'DIALI. ACCESS MANHOLES 3-24'REMOVABLE covERs ON ALL OUTLET TEE ENDS Date of Percolation Test: JUNE 20, 2006 Pt 1327 _ _ Test Performed By. CARMEN E. SHAY, R.S., C.S.E. ` �- 10 Results Witnessed By. DONALD DESMARAIS ( BARNSTABLE B.O.H.) <•• •:• •' O � - ,� •r.��.:aG •�Wit.:=s. 'r i ; :� • '•:•.. 4' •'' '• 0 P�� �`'� " INLET B min�2_mMlnlet to outlet p mh •` F F Excavator: Shay Environmental Services, Inc. �I „• Percolation Rate: Less Than 2 MPI ® 36 „ , ounEr R011 -� r in INLE /°'m►n L 4r u�TiMl- L I OQ ��. ` \ , INLET 1 I 6' -r y+ L. O \(kQ - \ \ OUT ET 160 \ INLET ` / \` l i r 4'-0'min. \ �� �� ,c `\ I Test Hole Test Hole ;� ; 1� •-s•'•• Liquid depth -------- 4\ No. 1 No. 2 �; aR: y�r,.- T,,,,• �'- ,;t �\ L NSQ \ ��\ DEPTH SOILS ELEV. DEPTH SOILS ELEV. r .'',;• •.. •r. .+•• .L ». Y �/ \ \ 1 0 104 00 STEEL REINFORCED PRECAST CONCRETE 10•�• ASPHALT /VAC �, \ \ o tot.00 p r \\ DRIVEWAY \ ; `\ `\ Sandy Loom Sandy Loam PLAN VIEW CROSS SECTION END-SECTION 0 `\\ \I \ ` \\ \ 1OYR 3/2 IDYR 3/2 A, 103.50 ' \ Ilk _ IG /'°q Sandy O"-6" S ndy 00.50 TYPICAL 1500 GALLON SEPTIC TANK THE ACCESS COVERS FOR THE SEPTIC TANK, Loam Lim DISTRIBUTION BOX AND LEACHING COMPONENT torn 6/e SHALL BE RAISED TO WITHIN 6" OF • ��r \ / j /!� 1\ \��� A�• �� NOT TO SCALE FINISHED GRADE. 6'- 36. Be 01.0 6"_ 30' B 98.50 (H- 10 LOADING) ` • 60. \` INSTALL TUTLE TE GAS BAFFLES OR EQUALS 1- Mod Sand Fine Sand w/Cobbles ON ALL OUTLET TEE ENDS f • TEST HOLED' \ / \ ' 2.3 Y e/3 <. ELEV.= 104,L/O is r 7/4 "( 4 • , \ \ / i 1 �. 36 120 30"- 72' � ALL OUTLET PIPES FROM THE s• ,' \ \ j / / I �� �\ DISTRIBUTION BOX SHALL BE +.•+ , \ \ , / / 1 \ Mod Sand SET LEVEL FOR AT LEAST 2 FT. 12' CONCRETE COVER 3- S'OUTLET 'v •�'. .�.+, 72-- 120 C, 91.00 t' KNOCKOUTS y SHED 1 ` 15.3' OUTLET ' TEST HOLE_;�f2- ,2• INLET F.1.E-V='101.00 \`� ASPHALT ,// lcPs I °• C7 0� DRIVEWAY �/ // .�O• I ~is , - r. ; 4" SCH. 40 To 1.73' 1 _- PLAN-SECTION CROSS SECTION _ __---_------------- - 3 HOLE H-10 DISTRIBUTION BOX • ,(� _____---- - \ I / Pere #1(® Test Hole �1) Depth to Pere: 36" to 54" NOT TO SCALE �1 I ' Pere Rate= Less Than 2 MPI r �O O EXISTING 1 1 / /' NONE OBSERVED 0 TP1 & TP2 l / / OBSERVED H2O Elev. l a-so'NAM.Aoatse wnlarEa 3 BEDROOM 1 I / / 2-20' REMOVEABLE 1 / I / H2O Elev. - LAKE ELEV. - 89.50 MA181OLE COVERS WITHIN 1 / / B'OF FINISHED GRADE r-e• HOUSE PATIO \ 16"J I //' /' /// RESTORE TO FINISHED GRADE ELEV. r�•�tL +11..t..t i1`✓.ti.� ' ' r o . 1000 GALLON O 7 // / / / '/ / '/// '� / ///// / B U OA N C Y CA L CUL A Tl ON S ' ovnrr Pump Chamber � -�_..___ - O - / / ,' / / / uFr OUT THE ACCESS COVERS FOR THE SEPTIC TANK, NEW �� / / ,' / / / / / INLET INVERT 4 1 DISTRIBUTION BOX AND LEACHING COMPONENT 1500 GALLON Q ' ' ' ' / SET DEEPER THAN B'BELOW FINISHED \ ,/ / ,' / / / / / � `�'�' r�yEEp �� GRADE SHALL BE RAISED TO WITHIN e' OF SEPTIC TANK `\\ ��.' //' ,,' ,/' /i' / / / / (�REQE PROTEE N) esso e-•+L ^rs ter.•v „ CHECK VALVE .7177r FINISHED GRADE, \ DECK ,, ,, ,� ,' ,� / / / / GROUNDWATER NOT PRESENT AT BOTTOM ELEV. 2• SWING CHECK VALVE-P.V.C. STEEL REINFORCED PRECAST CONCRETE EXIST. \ •� �.' ��' .'' ,' ,' / / / / �' PLAN VIEW 1000 GALLON ,-' ,' / / / GROUNDWATER NOT ENCOUNTERED- THEREFORE SEPTIC TANK 0 \\\� � - -'�� -'- y' '/ ,� / // // s1• 2= r �}u•Raw � r TO BE REMOVED 45' ------- --- ,'- ---' / / // // * No Ballast Required For Septic Tank iB• naEr _i`� ounFr sea mY_ 7 mh eWt L eetld r R PUMP CHAMBER ELEV.- 21.30 w-A 1 t , Failed Failed •c /Pj / / ---------LEACH PIT Cesspool ,' //��/ / // * No Ballast Required For Pump Chamber - f M1 0-W min. b S{i /// lit • �619% { //� /' ''-' -' //�j j//// ,/ PUMP TAl y . , r 7 PROJECT BENCH MARK TOP OF FOUNDATION ,' .' ''� / /' � / - "'��° �°'• ~• , r-a• 1 = 100.00 Assumed QP ,� // �,. ///// //// / , ELEV (Assumed) ,CROSS-SECTION END-SECTION ` J / PUMP NOTES & SPECIFICATIONS 1000 GALLON H-10 SEPTIC TANK USED AS PUMP CHAMBER v , NOT TO SCALE 101.5' ' ,/� ,�' / / / // 1. PUMP SHALL BE hISTALLED IN STRICT COMPLPWCE NOTE: PUMP CHAMBER TO BE FACTORY WATERPROFFED PRIOR TO SHIPPING. 96 WITH MANUFACTURLR S SPECInCA77ONS. - EXISTING ,�' �.' // / // / !design Calculations 2' RED WARN!c uA6117v F NsBLE£IGt eucaNc --- " AND POWERED SY EPARAI E CIRCUIT FROM PUMP SPECIFIC A ON CALCULATIONS 1 BEDROOM DECK �' ! / 1' I CIRCUITS ro PUMr' e M II Dumber of Bedrooms: 4 Equivalent to 440 Gal./Day s COTTAGE , / //`` / // „arba e Grinder: No J. DOSING SCHEDUU g 440 GALLONS/4.0 ES- 1iaDO G4ttoNs/Dos£ STA77C HEAD CALCULA770N / )aching Capacity Proposed: 440 Gal./Day ';e tic Tank - 2 x 440 Gal. Da 880 USE NEW 1,500 GAL. Septic Tank. 94''--- -- - /% / // // g> P / Y = P 107,22' - Elev of D-Box In // / �j / / •(� �$ SOIL ABSORPTIONa AREA: Using percolation rate of <2 min./inch FLOAT LOCATION ('ALCULA77ONS 91.50' - Elevation of Bottom of Pump Chamber __ - /// / / �(✓) 5� < Bottom Area: 0.74 gal/sq. ft. x 500 sq. ft. = 370 gallons 101.22 -♦ 91.30' - 9.72" Static Head // // g• Sidewall Area: 0.74 gal./sq. ft. x 99.6 sq. ft. = 73.7 gallons re Gallons/ 7.4d Chamber fl = 14.7 Cu Ft 92 - ' /�//� Providing: s 443.70 gallons Area of Bottom of Chamber -6'x 3' - 40 Sq. Ft. DYNAMIC HEAD p5/ " / f .t - Height of Water for One Dose rH) - 14.7 Cu. Ft. /40 Sq. Ft. / / `i friction Head For T'SCH 40 PVC Pipe " � Use: (7) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, H - 0.37 Ft. - 4.44" TO BE USED WITH 3.5' OF WASHED STONE ON THE SIDES AND 1' OF WASHED STONE 010 GPM - 0.005 Ft./100 Ft. Pump On - 11."' Use Gould Model 3Bt77 ON THE ENDS. NO STONE UNDER. O30 GPM - 0.01 Ft./!00 ft. (WS0311BFj Pump Pump ON = 7.0" Of00 CPM - 0.40 Ft/100 Ft. 112 HP 2'Solids Handling ?30 Volt Phase I Alarm = 16.0' Total Dynamic Hood - 10.12' 0 too GPM OR EQUIVALENT THE PROPERTY LINES ARE APPROXIMATE AND PUMP PERFORMANCE DA TA / - _,/ j� EXISTING CESSPOOL, TANK & LEACH PIT 0 20 40 50 /j/�/// ,. _ - TO BE PUMPED DRY AND REMOVED COMPILED FROM THE SURVEY PLAN ENTITLED PLAN OF LAND OF MELANCY C. WHITE GENERAL NOTES CENTERVILLE, MA, DATED JULY, 1951,PLAN BOOK 99,PAGE 125 / NOTE: THE STRIPPED OUT SOIL CONTAINING LEACHATE BY EBEARSE & KEH OGG of CENTERVILLE, MA " ' // FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 40 1. Contractor is responsible for Digsafe notification and SCALE: 1 =20 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN LOCATION, VERIFICATION AND PROTECTION of all underground utilities and pipes. OF AS PER BOARD OF HEALTH SPECIFICATIONS. THE SEPTIC SYSTEM INSTALLATION. 2. The septic tank once distri ution box shall be set level on 6 of 3/4 -1 1�2 stone. 3. Backfill should be clean sand or gravel with no stones over 3" in size, LEGEND b 40 4. This system is subject to inspection during installation PROFILE 0 SEPTIC SYSTEM - by CARMEN E. SHAY Environmental 5. The contractor shall install this system in accordance DEMOTES PROPOSED c with Title V of the Massachusetts state code, the approved plan 8X0 SPOT GRADE _ and Local Regulations. 6. If, during installation the contractor encounters any i •vr?� ' : tF LV1q� -fitf J/ rT DENOTES EXISTING E 20 soil conditions or site conditions that are different � �*� . 104X46 v from those shown on the soil to or in our design 4 w � t SPOT GRADE 9 g F installation must halt & immediate notification be made to CARMEN E. SHAY - Environmental � ' x n *NOTE: INSTALL TUF-T/TIE GAS BAFFLES OR E4UALS ON ALL OUTLET TEE ENDS. Finished grade over system-2% slope away pL PROPERTY LINE Sv � � 7. No vehicle or heavy machinery shall drive over the Provide Risers if necessary I ,, w r r �t 10 septic system unless noted as H-20 septic components. Finished grade over system- 104.00 - '� I r 8. Install Tuf-Tito as baffles or equals on all outlet tee ends. to bring D-Box cover q� - �� `, { PROPOSED CONTOUR within 6" of flniahed grade11i)-j )•� 1 d ''f \ fry O� g q ''�'"� ` '3. lL 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. DBOX ,vet .! '� 10 min. from Provide Risers '= � f 97--- - - -97 EXISTING CONTOUR p P house to septic tank Provide Risers If necessary to bringINLET Pump Chamber cover ,_,. .�f '; �, ?,+` 1' 10. All solid piping, tees &' fittings shall be 4" diameter EXIST. House P to brin Se tic tank covers to grade and outlet cover to within ��\; ', �" �' /Y I-� within o finished '' ' DEEP TEST HOLE & p \ pipes with water tight 'Dints. �" f grade 6" of finished grade V : J' k *y ` � # ��. ---s�1 ® Schedule 40 NSF PVC g ) /B Per Top ,stem- Caw. s901.73 i r j �i.iu 1,. -I 0 20 40 60 80 100 120 140 P s- 1 fcot T of s 11. Is Avalllable And All Houses Within 150 Feet • 3' Maximum a '� ,-. ;......» .-'r~�' PERCOLATION TEST LOCATION � Municipal Water tawLevel for 2' Depth #"' t are Connected. 0" Effective D th r' th. s- - '�'" �"" •---• STOCKADE FENCE! 1/4'Per foot S. E MAIN u� S' 1100M °u ^ '~ i Fi. .s4 ` 'F x t 1/®'P.r foo FORC N o +-�. ;1. 1` t �� ? i•.#, ea Capacity - US G.P.M. EXIST. PIPE � O N 0.83' (10 inches) FROM EXIST. n M, 85 O OUNDATIONS m rn N r o e 4• soh EW 1,500 GALLO o 5,n 1000 G,4LLON ,t' Soh 40 PVD- p u 40 P1' rn SEPTIC TANK o ,ri PUMP CHAM � °' u . REVSIONS FOR : PROPOSED CONCRETE FOUNDATION 8 II H-10 rn rn H-10 u > 3.5' 3.5' II FULL FOUNDATION C ; 11 I' � �.--3, ; PREPARED c y 6" OF 3/4" 5 -11/2" STONE 6 y °� h 6' OF 3/4'-11/2" STONE p Effective vidth 6" OF 3/4•-11/2" STONE I SUBSURFACE SEWAGE DISPOSAL SYSTEM o = 5 :f c PUMP p M z e CHAMBER W Observed Groundwater ELEV of LAKE = Elev. 89.50 NO. DATE: DEFINITION OF SYSTEM PROF/LE - eottom of Test Hole = Elev. 91.00 SECTION A -A # 167 POINT OF PANES AVENUE PROFILE VIEW OF ADDITION TO LEACHING SYSTEM #1 7/31/06 Moved Tanks to 100' from Wetlands LISA FRANKLIN , TRUSTEE 3" of 1/6' - 1/2" washed Peaaton C E N E RVI LLE, MA 3/4' tot 1/2 ' washed C shed Stone # 167 POINT 0 F PINES AVENUE` ASSESSORS MAP - 230 PARCEL - 070 4'PVC(CAPPED)INSPECTION PORT TO BE PREPARED BY: INSTALLED AND TO BE WITHIN e-of GRADE CENTERVILLE, M A NOTE: PUMP CHAMBER TO BE FACTORY WATERPROFFED PRIOR TO SHIPPING. �� A S CAiTHEY E. ,SH.A Y A ZZ E)VVIRONMLTNTAL SERVICES, INC. n s . H/a 125' .125 ' 0 1 P.O. BOX 627 3J5' D' /8TIVR�4 EAST FALMOUTH, MA 02536 Effective Length S�>VITAR\P� SOIL ABSORPTION SYSTEM (SAS) TEL/FAX 508-539-7966 INFILTATROR HIGH CAPACITY (H'-20 LOADING)/ GEORGE O'BRIEN (OR EQUIVALENT) Not to Scale SCALE: 1 "=20' DRAWN BY: CES DATE: JUNE 26 2006 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10" PROJECT#SD-935 FILENAME: SD935PP.DWG SHEET 1 OF 1