Loading...
HomeMy WebLinkAbout0066 SEA MEADOW CIRCLE - Health 66 Sea Meadow Circle Centerville A=246-234 EM E A D No.2453LOR UPC IUU smsa mm s Ysb In UGA fA ON OSFI a�UM� I TOWN OF BARNSTABLE LOCATION G tit C G.uw e Gw C i c(Lj, SEWAGE# 41— VILLAGE -•f• CASSESSOR'S MAP&PARCEL C;L416 —'p�� INSTALLER'S NAME&PHONE NO. �} �E,rtS{-�uc�;o•• �ID—�j'Q"t�� SEPTIC TANK CAPACITY \1_1 LEACHING FACILITY:(type) _OR Ce. �3cQ (size) D5 , X t (. (® NO.OF BEDROOMS OWNER M%C PERMIT DATE: 1' 1- ` 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 t. FURNISHED BY ' ��. 3T -o 32- ��- 3-a- 04 4- oo �4 ` 13 g�} - 30 = � No. ©�/"V� T , I Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pphtatlon for Misposar *pstm ConstrUttion 3pPrmit Application for a Permit to Construct(0/Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. (/,— Assessor's Map/Parcel I'de L Y4ems` Installe, N(�m�e6ddre�s,and TeL No. — Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms c� Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers Cafeteria( ) .^--I Other Fixtures C-2 A I A s Design Flow(min.required) gpd Design flow provided t gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank �� Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of a afore described on-site sewage disposal system in accordance with the provisions of Title 5 o e and no em too runtil_a_Certificate of Compliance has been issued by t ' oar ealth Signed Date — l Application Approved by Date Application Disapproved by Date for the following reasons Permit No.�'(��'=� Date Issued No. , � Fee THE COMMONWEALTH#OF MASSACHUSETTS Entered incomputer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes r Zipplication for Disposal pstvtn Construction j3erinit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.�� �P f A c� ,,rL lE Owner's Name,Address,and Tel.No. G/7- '!0 - 'TV/ Assessor's Map/Parcel V/, C' � & 1 1 ( kc, e ry- (14 Installer' Name ddres and el.No. Designer's Name,Address and Tel.No. u u O ts� F , cNUU Type of Building: r� � ! Dwelling No.of Bedrooms Lot Size / �1 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers Cafeteria( ) Other Fixtures �,�� S A,) s Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil --,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 e-Enviromnenta a and no, laco-tlre-s ern in operation until a Certificate of Compliance has been issued by t is'Boar o Health S ed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 1® �r!� Date Issued $ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Qertificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by 7Z( �,iJ�r c.(S l o go at has been constructed in accordance with the provisions of Title 5 and t4ora Disp sal System Construction Permit No �1 - q3datedInstaller ' rAPR-U ��O K.�- Designer #bedrooms �� ApprovedlsigYfiow and The issuance of this permit shall t be cconstrued,as a guarantee that the system wi nction de d. Date -3Ilk Inspector ---------- '----------------•-----=- = ___-__._______ ______ _ No. ,,IJO-//- 4`r S Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Nsposal 6pstetn Construction �Prmit Permission is hereby granted to Construct( ) Re air( ) Upgrade( ) Abandon( ) System located at �S�q f�'(G'?slo"i C, t-C 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. 1 Provided:Construction must be completed within three years of the date of this permit. Date Approved by r y Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes pJ\ C��j�ate 2pplitatlon for Misposaf 6pstrut ConstrUttlon 30ermit Application for a Permit to Construct(W Repair( ) Upgrade( ) Abandon( ) M04mplete System ❑Individual Components, Lvvt'" ocation Address or hpt,N0. 5 I'1 a ),ead pW Owner's Name,Address,and Tel.No 1P/7 ?� — '79/O (Q{e , _ r Assessor's Map/Parcel �3 cee�viIle M7 j�l V�/�/�� � �' A CiA iS Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 13,25'<{ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers(c� Cafeteria( ) Other Fixtures 1. /AJ Design Flow(min.required) 612S111 gpd Design flow provided gpd Plan Date Number of sheets Revision Date a 1 Title Size of Septic Tank 5., C Type of S.A.S. 2 v !n L Description of Soil 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 Board of Health. e Date Application Approved by ?M . Date 7? — Application Disapproved b Date for the following reasons Permit No. 2(!1/—aTV 3 Date Issued 7—.2 t—f ---------------- 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 c o Un" has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a U t— dated Installer Designer #bedrooms Approved design flow 3,3a - gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector �Vlb No. q�.._,... Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: i�r PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 14 application for Disposal .4pstrm Construction Vertu Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components {� 'Location Address or IKO. s/i5 ff)y,,_e', o—W (2jr Owner's Name,Address,and Tel.No. U Assessor's Map/Parceflil24(v-23, 6eA7 V t//k- }�h/�c�l�C� gC" �fiuJ �i2t� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size /3 254 sq.ft. ' Garbage Grinder( ) Other Type of Building No.of Persons Showers(a) Cafeteria � ( ) Other Fixtures o� / s a y/N)<s Design Flow(min.required) �O J // gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title r Size of Septic Tank l > " V Type of S.A.S. e/ Pi m L Description of Soil 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 Board of Health. e Date 1 Application Approved by � - Date ,..Application Disapproved b Date YF for-the following reasons �l Permit No. 0 I- o? y3 Date Issued 7_1 I'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( )by at �P °a a Gv !/c has been constructed in ac�/cordance with the provisions of Title 5 and the for Disposal System Construction Permit No_- '� �„ €( �dated 7 �' + / Installer Designer #bedrooms Approved design flow 3.30 - gpd The issuance of this permit shall not be construed as a guarantee that the system will`function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS sisal 6pstem Construction Permit Permission is hereby granted to Construct(! ' Repair(( ) Upgrade( ) Abandon( ) System located at O d-P o'MQ l-Vv W C t'/•c� .u- lvP W 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 be completed within three years of the date of this permit. Date �a ` 1 Approved by v V= 03/19/2012 13:13 5Oe4775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services Thomas F.Gei#er,Director UM Public Health Division Thomas McKean,Director 200 male Street, HraoWs,MA 02601 Office: 50"624644 Fax, 508-790.6304 Date: '2- Sewage Permit#-Zol i w"r Assessor's Map/Parcel r 2.3 Installer r CeEfifimake Form Designs!: Trn n�.•r+� W e 1e.4 s. 1 vac . InstRQBr: �p l-' 61Y,-s Addrem: )z W. C _t,s" tirl # __— Address: 1 4 t tGw OlL ` i 0,21 V � 1 ' V4 `was issued a permit to install a (date) (installer) septic system at A based on a design drawn by (address) r Fe+er 7',- M-4-6,,v"_t dated ��5'( t1 J - r1 7/ 1 1 r (designer) '7 j wl) J 9�- 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. Strtpout (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 design to follow. Stripar�t(if mired)wa ted and the soils were found tisfact0 H OF PETER T. WENTEE talleVs$Wai4o CIVIL ,¢Ne.35100 C FIST ` O signer's Signature) —(Affix Design ) PL E REEM To fiARfffiXABLE PUB HEAL IViSI( RTIFI F CONWL02L&E WILL NOT I3 IS S BOTH JEUS FORM AND A& fll T ARF,RECnVED BY BARNsTABLE PUBLIC HEALTHVISION. T1El m YQII. q:mtsce fonmWeiprereertiiiastion form.doc I •4 NF---------------------------------------------1 Lake Elizabeth f LOCUS / s WHITAKER,MICHAEL H &CORRINE A APN 246-234 DECK 13,254±S.F. Street#66 I Crai villa (Part of#82) HOUSE NO.82 0 3 �� �` CRAICOLLE 13EACH LSE LNOT OCUS O SCAP ALE pR�p APN 246-042 CORRINE NE A MICHAE & SEA MEADOW CIRCLE � &CORRINE APN 246-043 APN 246-232 21,588±S.F. y #82 SEA MEADOW CIR. !> WHITAKER,MICHAEL H &CORRINE A APN083± 002 S F. #0 SEA MEADOW CIR. SEE SHEET 2 30 SCALE of MgSs9CyG o PETER T. MCENTEE o CIVIL No. 35109 �£GI S1 SS/ WHITAKER,MICHAEL H &CORRINE A APN 246-231-001 WIND EXPOSURE CATEGORY: 113,000±S.F. Exposure B �( #79 SEA MEADOW CIR. FLOOD PLAIN DATA FIRM PANEL 250001 0008 D REVISED JULY 2, 1992 ZONING CLASSIFICATION: ZONE RB TOTAL AREA OF ALL CONTIGUOUS PARCELS= 149,925±SF. Zone "C" SETBACKS: FRONT YARD=20' PLAN REVISION SIDE/REAR YARD=10' (3.44±ACRES) 7/21/11 — REVISE SEPTIC SYSTEM LOCATION TO FIT ON APN 246-234 (STREET #66), OWNERS OF RECORD WITHOUT ANY VARIANCES. WHITAKER, MICHAEL H & CORRINE A 7/22/11 — REVISE TITLE BLOCK TO #66 SEA 70 BOGASTOW BROOK ROAD MEADOW CIRCLE SHERBORN, MA 01770 PROPOSED SEPTIC SYSTEM SITE PLAN 66 SEA MEADOW CIRCLE, WEST HYANNISPORT, MA Prepared for: Michael Whitaker, 82 Sea Meadow Cir., W, Hyannisport, MA Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works CANAL LANDSURVEYING 1"=60' P.T.M. 181-11 12 west Crossfield Road & PERMITTING, INC. Forestdale, MA 02644 306 Old Plymouth Rd. DATE CHECKED SHEET NO. Sagamore Beach, MA 02562 (508) 477-5313 (508) 888-5955 6/28/11 P.T.M. 1 Of J' -96- -EXISTING CONTOUR >r 100.98 EXISTING SPOT GRADE -fR�- PROPOSED CONTOUR Wy PROPOSED WATER SERVICE to OUTLET TO BURIED WIRES TEST PIT BENCHMARK TBM NO. 1 S 1 �14'. = 92.5 TOP OUTSIDE COR.OF DECK 10GENERAL NOTES: LEGEND EL.=100.00(ASSUMED DATUM) `�1 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 01Z0011 V i APN 246-234 BOARD OF HEALTH AND THE DESIGN ENGINEER. 93.47 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 13�. ,254±S.F. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE Street#66 LOCAL RULES AND REGULATIONS. _\ LA3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND o `a' \� 93.04. THE DESIGN ENGINEER. i10rj5 8 .65 o 93.934. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. PATIO E =988' 0 L. 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. � Men 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF j ti 18'. : °� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 55„W 9 98. 0: S1P1 i SED o92,82 30.0' \C HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. S 12032 , TEP coR..".': bNG p�01" E� `n 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. g5 63 S�I�G 5�<#821 9 .03:.:.' 0 PF�OPOSED 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. IrVO* 6 a CABANA 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREEo p RQ O� �99a5 10 100 DECK COR o 7.... TO 100.0�4 N �__94 DIRECTED DUBYYNTHE APPROVING AUTHORITIES. OR AS OTHERWISE ELEC ❑UTLET - 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY a �- 24' 0 94.27 THE LOCATION OF ALL UNDERGROUND UTILITIES, BEFORE THE _ 96,2V-96 37N PROPOSED START OF CONSTRUCTION. STRIPOUT 96,650 0 SEPTIC TANK 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE "B"HORIZON a ►__35' O N `z SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE TOP STN RET WALL (SEE NOTE 11) 1_ 1� -' � O S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 A� 7.44 Tpl_2l^ ~ � S 3� - �a.72 CMR 255(3). �F7j 'lam 1 __ 14IN ❑AI4--18' i 40 MIL POLY LINER 9 .6 '+gJ _ -� 6p1 _--_ TOPEL.=97.0 'lp-��_�--f__ w i 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE OTT.EL.=94.5 97.6 J--jam `_ SERVE a� i INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 8.86 \��� ti�1 95.54 95.36\ 91.3 R 10 _ 4 21 M P`� AREA i 13. SUBJECT SITE LIES WITHIN ESTUARY PROTECTION OVERLAY DISTRICT. -4 97,aI o - CONTIGUOUS LOT OWNERSHIP EXCEEDS 1.5 ACRES. 95,24 29�t7�, 7 IN ❑ 95.92 Ln 5' 10' O h ' 7 , ELE 94.90:E r+ / /95,68 .48.00 ���fOQ�-.c •-.-.^ter.-• • 972 0 95.18 _ S 280 O'00�4 _,N 28030'00"E 95,58 C 2p Or �q 9�• 94.98 -9a-88----96-28ge -of pavement 95,18 95,35 �� SSy��G APN 246-232 . 95.28 o PETER T. s 21,588±S.F. C/L PK M CIVIL SEA MEADOW CIRCLE No. VIL 35109 I /SZE CB/DH FND 8 - 97,06 90.16' �2�/ N38o4450,, ZONING CLASSIFICATION: ZONE RB SETBACKS: FRONT YARD=20' SIDE/REAR YARD=10' PROPOSED SEPTIC SYSTEM SITE PLAN 66 SEA MEADOW CIRCLE, WEST HYANNISPORT, MA PLAN REVISION Prepared for: Michael Whitaker, 82 Sea Meadow Cir., W, Hyannisport, MA TBM NO. 2 7/21/11 - REVISE SEPTIC SYSTEM LOCATION TO Engineering by: Surveying by: SCALE DRAWN JOB. NO. TOP OF CONCRETE BOUND FIT ON APN 246-234 (STREET #66), Engineering Works CANAL LANDSURVEYING 1"-30' P.T.M. 181-11 EL.=97.06(ASSUMED DATUM) WITHOUT ANY VARIANCES. 12 West Crossfield Road & PERMITTING, INC. 7 22 11 - REVISE TITLE BLOCK TO 66 SEA Forestdole, MA 02644 306 Old Plymouth Rd. DATE CHECKED SHEET N0. / / # Sagamore Beach, MA 02562 MEADOW CIRCLE (508) 477-5313 (508) 888-5955 6/28/11 P.T.M. 2 Of 3 NOTE: TO PREVENT BREAKOUT, A 40 MIL POLY SHALL BE PLACED ALONG THE STRIPOUT * PROPOSED D-BOX PERIMETER AS SHOWN ON SHEET 2. SEPTIC TANK TOP EL.=97.0, BOTTOM EL.=94.5 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT T.O.F.=100.0 F.G. EL.=99.Of F.G. EL.=98.9 F.G. EL: 98.5t F.G. EL: 97.7(MIN.) 21" e-4• POLYSEAL OUTLETS MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 2" 2" 1-4" POLYSEAL INLETS ® S=1%1(MIN.) L = 18' L = 7'(MAX) INSPECTION t 4"SCH40 PVC © S=1% (MIN.) ® S=1% (MIN.) PORT N o r 0 O 4"SCH40 PVC 4"SCH40 PVC 6° O 00 10 I 14 s" 7.13" TO " INV.=96.86 48" LIQUID INVERT iv Top View LEVEL Section GAS�BAFFLEJ INV.=96.43 PROPOSED INV.=96.26 4 ROWS OF 7 UNITS AT 5.0'/UNIT = 35.0' D-BOX INV.=97.06 INV.=96.61 D-BOX INV.=96.19 SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED SEPTIC TANK ALTERNATE TANK: FRALO ST1500 PLASTIC TANK ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS NOTES: BREAKOUT=TOP TOP ELEV.=96.68 ..,',..' " ,.:....... ... •<.• 63.5„ 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=96.19 INVERTS, PRIOR TO INSTALLATION. 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND BOTTOM ELEV.=95.60-" TRUE TO GRADE ON A MECHANICALLY COMPACTED 2 83' 1„ SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM OF 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.6' 13 33.8" 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EXISTING SUITABLE 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE HIGH G.W., EL=90.60 = MATERIAL AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 4 ROWS OF 7-ADS Arc 36 UNITS WITH 1" SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION TOP VIEW N.T.S. SOIL LOG DATE: JUNE 16, 2011 (REF P#13,312) 60" DESIGN CRITERIA SOIL EVALUATOR: PETER McENTEE (SE#1542) END CAP END CAP WITNESS: DONALD DESMARAIS-HEALTH AGENT FRONT VIEW SIDE VIEW NUMBER OF BEDROOMS: 3 BEDROOMS (IN CABANA - NO KITCHEN) Elev. TP- 1 Depth Elev. TP-2 Depth Elev. TP-3 Depth Elev. TP-4 Depth END CAP SOIL TEXTURAL CLASS: CLASS 1 97.6 0/A 0/A 0/A 0/A 0" 97.6 0" 95.7 0" 95.7 0" REAR/TOP VIEW DESIGN PERCOLATION RATE: <2 MIN/IN SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM SIDE VIEW DAILY FLOW: 330 G.P.D. 66.9 1OYR 4/2 8' 96.9 10YR 4/2 8" 95.0 10YR 4/2 8" 95.0 10YR 4/2 8„ B B B 8 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DESIGN FLOW: 330 G.P.D. SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. GARBAGE GRINDER: NO 10YR 5/8 10YR 5/8 10YR 5/8 1OYR 5/8 4640 TRUEMAN BLVD LEACHING AREA REQUIRED: (330) = 445.9 S.F. 95.1 C 0" 95.3 28 C 93 2 30" 93.3 C 29" jjj jjj ; ®HILLIARD, OHIO 43026 Are 36 DETAIL PERC C.74 36'/4S 34'/46' ADVANCED DRAINAGE SYSTEMS, INC. PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY M-F SAND M-F SAND M-F SAND M-F SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM) 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 66 SEA MEADOW CIRCLE, WEST HYANNISPORT, MA USE 4 ROWS OF 7-ADS Arc 36 UNITS WITH NO 90.6 MOTTLING 84" 90.6 MOTTLING 84" 90.6 MOTTLING 61" 90.6 MOTTLING 61" SEPARATION BETWEEN EACH ROW & NO STONE 7.5YR 5/84 7.5YR 5/8- 7.SYR 5/8' 7.5YR 5/84 Prepared for: Michael Whitaker, 82 Sea Meadow Cir., W, Hyannisport, MA 88.7 STG. G.W. Z 107" 88.7 STG. G.W. 107" 88.7 STG. G.W. 84" 88.7 STG, G.W. Q 84 Surveying by: SCALE DRAWN JOB. NO. BOTTOM AREA: GENERAL USE APPROVAL FOR 4.80 SF LF OF UNIT 87.0 4 120" 87.0 120" 100.0 Q 96" 99.0 96" Engineering by: ( / ) CANAL LANDSURVEYING Engineering Works NTS P.T.M. 181-11 (Arc36 Units) 28 UNITS x 5.0 LF x 4.80 SF/LF = 672.0 SF PERC RATE <2 MIN/IN. ("C" HORIZONS) 12 West Crossfield Road & PERMITTING, INC. 306 Old Plymouth Rd. DATE DESIGN FLOW PROVIDED: 0.74(672.0 S.F.) = 497.3 G.P.D. ESTIMATED HIGH GROUNDWATER, EL.=90.6 (MOTTLING) Forestdale, MA 02644 Sagamore Beach, MA 02562 CHECKED SHEET N0. NOMINAL BED AREA = 11.6' x 35' = 406 S.F. (508) 477-5313 (508) 888-5955 6/28/11 P.T.M. 3 Of 3