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HomeMy WebLinkAbout0128 BAYVIEW CIRCLE - Health (2) oS � 2Y ✓� L L, E' TOWN OF BARNSTABLE LOCATION CSEWAGE# 3tD`a._—I 1 I VILLAGE M4er i t IUD_, ASSESSOR'S MAP&PARCEL 1 L1 a-oq4� �p INSTALLER'S NAME&PHONE NO. fgC5 J-ZJ0 h 505-1 S-7-a1g 5- SEPTIC TANK CAPACITY J�\()® c pNtOn LEACHING FACILITY: (type) (3 1 LC� (y�!� (size) 5-60 SCM04 eCacy) NO.OF BEDROOMS L' OWNER <_ 5 V CL<N Posh PERMIT DATE: Lilian COMPLIANCE DATE: a d Separation Distance Between the: q ���(�} �� Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) O Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) #1c Feet -7 FURNISHED BY AAA LA-3 IA i� � 33 No. :7` i Fee � © THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Applitatlon for Disposal 6pstem ConstrUrtlott permit Application for a Permit to Construct(4 Repair( ) Upgrade( ) Abandon( ) 5/complete System ❑Individual Components Location Address or Lot No. ►aB i3aZv `Owner's Name,Address,and Tel.No. O� i 1(Q. A A 3c f�1 �C15�' 1 ut lJU C.� �i�. Assessor's Map/Parcel _ Gxgt ,-7 Installer's Name Address,and Tel.No. Des i ner's Name,Address,and Tel.No. Lj 5o$--r3,-a��5 SticL� �S -�c��t- 3� _5o Type of Building: iZeg c)W tt Q,l Dwelling No.of Bedrooms L Lot Size f (p7 t sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) qL�0 gpd Design flow provided 'A54.4 gpd Plan Date _ Number of sheets 3 Revision Date Title T Size of Septic Tank__1�j 0(� �R �r(� Type of S.A.S. o r<,\ Description of Soil Nature of Repairs or Alterations(Answer when applicable) Ci.t1� Date last inspected: (Qi 1 Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health !sj. Si ned - Date y� Application Approved by Date Ll i Application Disapproved by Date for the following reasons Permit No. Date Issued 1 s ------------------------------------ - No. 1/ 41 r¢ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:-ri Y ;&s PUBLIC HEALTH DIVISION - TOWN OFBARNSTABLE, MASSACHUSETTS �. 2pplication for Bisposal 6pstrut Construction 3pPrmit Application for a Permit to Construct(,4 Repair( ) Upgrade.( ) Abandon( ) &Complete System El individual Components o"N' W, Location Address or Lot No. j'R$'6G_y P-.,j ,rt' " FOwner's Name;Address,and Tel.No. �•y a Ili 56 C.� k Ji i ZA Assessor's Map/Parcel `k _ �G�t c ,,r1 u , Ax A, M--.1-7(N1 Installer's Name Address,and Tel.No. Designer's Name,Address,and Tel.No. J 3NINQS .Soft A, 'S(�-7��` �I�,r7 �tY�i�Q2ctriC����k`� r7�" �l�`t -4 31� 13 6-je- 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(min.required) LALk O gpd Design flow provided t"15L't,k-i gpd Plan Date 1 I 1(p -3;1 Number of sheets Revision Date Title C�'x:'7b�C� �l�!P !"�►rif� �Q��rt(" �(c:1 f Size of Septic Tank 1 '1 CIO ;Co j kfo Type of S.A.S. t "7 t 7 Y',(�r 1(?G&' , Description of Soil 1 s � 1 . Nature of Repairs or Alterations(Answer when applicable)`\A'6w�_N,6 � ` }� �C �fC�'^ 1( •�kC� ( r_ . ice., t N i(':C\ r'r�!ir,f� I PCB_xN 6r �. nl 1t__CC; t Date last inspected: a r Agreement: y wt 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. Signed Datet �21-7( -,;LR ' Application Approved by �- _ Date Application Disapproved by Date for the following reasons Permit No. Date Issued ---------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Z ftificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed 4 Repaired( ) Upgraded( ) - Abandoned( )by . !C 2c 1 oe,< _ at � �,r,�,1�\ .� G rho ( has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit I_oa A9 / )4/ dated . e4 /f I Installer '-` Designer #bedrooms �7 Approved design-flow _,�44 O gpd The issuance of this permi shall not be construed as a guarantee that the system will(function as designed.----------- Date G l' Inspector W v -__- ----No :...��� -- --_-_.:��--�--_--.-,_�_. __;--.- .--_- --_---_-_=-- --.----._ -.---- .--,.-------- Fee -�-��-------- - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS 3Disposal 6pstetn Construction J)Prmit Permission is,hereby granted to Construct O Repair( ) Upgrade Abandon( ) System located at � C11:.�t� f'!� iu e Ic 1(� 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�m/usUbe completed within three years of the date of this,permit. Date -/��� / —S . Approved�by ---� Town of Barnsfa.ble P#_ u Department of Regulatory Services j Public Health Division /c Date a�Eo JKASS. 200 Main Street,fHyannis MA 026D V,F. H /, r Date Schedule d Time_ ,. : Fee Pd Soil Suitability Assessment for Sewage Disposal Performed By: /-��k� & ,C z e �✓�� �"c'y Witnessed By: i�a'�� Des P1n r cif` f� � LOCATION & GENERAL INFORMATION FLocatlpn Address ra ✓t•E;•�Lx✓: Owner's Name Address Assessor's Map/Parcel: Z_ � � / � ( Engineer's Name i,�C_ NEW CONSTRUCTION Pe REPAIR '� Telephone# �22F-7-57-�cf7CG Land Use $ i C)�.L1�i C` Slopes(1Y0) C Surface Stones. Distances from; Open Water Body_� ft Possible Wet Area 'U t` iS~� - // /eft Drinking WaferfVl?ell _,ft 17: CIA Drainage Way w� ft Property Line --ft ? = b Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands?n proximity to holes) s �r Parent material( eolog(c) ` ('` Depth to Bedrock _•__ N.4 t�,4 Tom^ Depth to Groundwater, Standing Water in Hole: 'v�^'L Weeping from Pit Face Estimated Seasonal High Groundwater 3 S_ Method Used; MI DETERNATION FOR SEASONAL HIGH WATER TABLE Depth Observed standing in obs, hole: -In. Depth td soil mottles: Depth to weeping from side of obs.hole: In, Groundwater Adjustment.o�fr Index Weil# Reading DadCa S Index Well level..q +0, e AdJ,factor- AdJ,Croundwater''lAvai PERCOLATION TEST Observation Hole Time at Y" Depth of Pero ?��z 0 7� r `JZ Time at 6" Start Pre-soak Time @ j (VVI Time End Pre-soak Rate MindInch. ✓" Site Suitability Assessment: Site Passed ^ Site Failed: Additional Testing Needed(Y/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 or,�e (1) week prior to beginning, QMEPTIC\PERCFO RM.DOC DEEP OBSERVATION HOLE LOG Hole# �� Depth from Soil Horizon Soil Texture .Shcl Color Soil . AyqD- Other Surface(ht•) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Consistency. r DEEP OBSERVATION HOLE LOG Ho le# Depth from Soil Elorizon Soil Texture Soil Color Soil Other Surface(in,) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency.%Gavei) DEEP OBSERVATION HOLE LOG Hole# 'I Horizon Soil Texture Soil Color Soil Other Depth from Sot , Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency,, °0 e D �EIr P OBSERVATION HOLE LOG Hole # Depth frorn Soil Horizon Soil Texture Sol[Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones Boulders, cono Ora sistency,° _Flood Insurance Rate Man; Above 500 year flood boundary No Yes Wit}iln 500 year boundary No—V11' Yes Within 100 year flood boundary No Yes Degth of Naturall OrcurrinQ Pervious Iylaterial Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ___ _.�....—•. If not, what is the depth of naturally occurring pervious materlal7 Certification —. I certify that on �_ l .) (date) I have pa6sed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required tr 4 ' , expertise/a�n/d� experie ce described in 10 CMR 15.017. Sig nature U lL Date QAS8PTlC\PERCFORM,DOC Town of Barnstable °F'"E'" Regulatory Services Richard V.Scali,Interim Director • saxtasrna[.s, MASS- 1639- Public Health Division 9�A `0 rFD ,.ta Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax_ 508-790-6304 Installer&Designer Certification Form Date: 51)S) ZZ-. Sewage Permit# 2022-114 Assessor's Map\Parcel v Designer: r-:n t 1creL,(s IhC Installer: �3%w►Es 1ZcI�be,r r- Address: )Z Wi Cr-tsL-n.e.ld JZA Address: 30 Wedgewood Dr Centerville MA 02632 F;7rejh�116L1k M/� 161z641y On 4/11/22 was issued a permit to install a (date) ` (installer) septic system at i2 y�tW—v3 �� �5-�-. based on a design drawn by . (address) �,�►��'�t eer �-tj hla:1Lcsdk( dated I �.S to122 (designer) `?< 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. Strip out (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. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in with the terms of the INA.approval letters(if applicable) �N Ntc��E� (Insta e ' ignature) NOOWL 109 a (Designer's Signature) (Affix Design ere) 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. QftSeptic0esigner Certification Form Rev 8-14-13.doc _ Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backfill.The engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfilling to specified grades with proper compaction and setting dseralcovers as shown on the design plan. ., LEGEND t. OS77Zh'VILL�' N -- 44 -- EXISTING CONTOUR PROPOSED CONTOUR A,f1C.4hf EXISTING SEPTIC TANK x 100.98 EXISTING SPOT GRADE PoN� EXISTING S.A.S. EXISTING STOOP TO BE PUMPED, RUPTURED, W EXISTING WATER SERVICE (TO BE REMOVED) TO BE REMOVED FILLED W/SABND & ABANDONED —G EXISTING GAS SERVICE O ORT�iS A'AY OVERHEAD WIRES PoND RON PIPE 43.37 _GBDH TEST PIT 40,86 _ x 104.80 46,42 S 36'35 Ott'-E 4&50 63.52jib. BENCHMARK P K SET 38,01 0 i it 1�1 % p o 168.32' x 48. 5 x 48.84 x: 49,0 37, 5i 1 1 _ 1 — 4 7.51 x� 47,76 0 LOT 13 Locrls `°\`� 1 40.271110 1�1`���\ `` x �'> ® 8,36 15,671 tSF I : 4 3.9 1 �� 45 42 \` EX. BULKHEAD LOCUS MAP \\ 47.40 (RELOCATE) x 48. NOT TO SCALE Q EX. RINSE 1 x fi �\ \ ` �` \ ��cSF� (RELOCATE)°N.VF Q x 48.36 � 1 c EXISTING STOOP 1 I FX I : OF TO BE REMOVED \ Z 1 O� . S 1� / scoF 48.11 ( : gKq 37.66 `� �� �' DTP-2�\ \ 4�51 45,69 �EXISTINGi titiF� 33.2' ? 'o \ ` �y� GMETER HOUSE (#128)/ I: U, �� Of ,ygss ' 47.16 TOF=48.56E I Li ARC$.i 14s' !_ (FULL CELLAR) Q o PETER T. ��, w9.4M39 fl3 :... 7.29 0 o McENTEE EXlS71NG RET. WALL CIVIL "' rrE TO BE REMOVED ` \ I No. 35109 37,88 46.98 46.32 aol �DRI VEWA Y;�'' c i 41.37 N I OWNER OF RECORD ; 44,97 — — J POST, BRIAN & SUSAN 40 7 — 14 BELCHER DRIVE 38.52 �� �� BUILDING ��\SETBACK LINE (TYP.) SUDBURY, MA 01776 �� �� �� :•> ;; , �� : ? FLOOD HAZARD DESIGNATION ���� �� �� 3•'•:'' ::"' . �`-_� __ MAP NO. 25001CO563J 4 _ _ EFFECTIVE DATE: JULY 16, 2014 ZONE X �V7 ` x 42. 97.8S.. ZONING CLASSIFICATION: ZONE RC 79' CB �� � 6'35'OQ" W39,66 42, • • • • • • • • i SETBACKS: FRONT YARD=20' 15104 :'. ;".. i SIDE REAR YARD=10' \ '�. . • MAXIMUM BUILDING HEIGHT = 30' OWNER OF RECORD PK SET8,71 40.80 —44,15 44•72 46.10 WIND EXPOSURE CATEGORY: Exposure B POST, BRIAN & SUSAN BENCHMARK 43.11 14 BELCHE SUDBURY,EMAD01776 TOP OF CURB STOP PARCEL ID: 142-094 EL.=45.24 CIRCLE ,FLOOD HAZARD DESIGNATION MAP NO. 25001 CO563J PROPOSED SEPTIC SYSTEM SITE PLAN EFFECTIVE DATE: JULY 16, 2014 128 BAYVIEW CIRCLE, OSTERVILLE, MA EXISTING CONDITIONS ZONING CLASSIFICATION: ZONE RC Prepared for: Brian Post, 14 Belcher Drive, Sudbury, MA 01776 SETBACKS: FRONT YARD=20' Engineering by: SCALE DRAWN JOB. No. SIDE/REAR YARD=10' MAXIMUM BUILDING HEIGHT = 30' Engineering Works, Inc. 1"=20' P.T.M. 266-21 WIND EXPOSURE CATEGORY: Exposure B 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 1/16/22 P.T.M. 1 Of 3 LEGEND -- 44 -- EXISTING CONTOUR OST�'RYI.ZZ N --�- PROPOSED CONTOUR AlICAf!�� x 100.98 EXISTING SPOT GRADE ft9ND° W EXISTING WATER SERVICE lYAY -G EXISTING GAS SERVICE O 01?TLr.5' H. - OVERHEAD WIRESJEV Q/ N� R❑N PIPE 43.37 BDH - Ae'�9 p3 TEST PIT 40.86 x 104.80 46,42 S 36'3500 -E- - 63.524&50 BENCHMARK PK SET __ 38,01 o 168.32' x 48.45 5 45,59 � x 48.84x: 49,037 -� �r 47,51 x - C - - - - - - - �.s• 47,76 x o� • Y L$�o cus0 0 0 LOT 13 e� 0 \ 40.27 1� , �`�'� 9 � o ,�$ I4 8.36 15,671 ±SF ( �� Z8+ 2�' x 45 42 PROP. LOCUS MAP ( ADDN.^ry x 48. NOT TO SCALE iSLAB FI \ PROP. RINSE PR POSED i p /SC pF/y� PROP. BULKHEAD GA AGE I o tiNF� T S-,t4.2f ` I FX GENERAL NOTES: \ r'd, �O� �\ 48.11 37.66 ,.� ��p ;. - R EXISTING/°-,/v 33.1 I N 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL z • a x �'' 2'•,.'�' ' HOUSE (#128) BOARD OF HEALTH AND THE DESIGN ENGINEER. y TOF=48.56t w 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS R) a ` �.`' • .. ,.`; N OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE \ �.:•..;'. .. -y: E (FULL CELLA ( O 40,01 �� '`' �'• b C1 LOCAL RULES AND REGULATIONS. \ 2 \ '.... . O _ p 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR x ' TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE PROPOSED MODIFIED }', \ I CC DESIGN ENGINEER. STONE DRIVEWAY3788 }z •..'. '•:.;� _.; ' ' ; ; ' p --_ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING " ;.•; N 48 `" _ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. :3'. ,1 :: ;Q . :. •.. ;� ..., POP. WA KS _ .;..� �. , y-`,.,�:(;Q. ...•�`�'F'••�':;;,.,� . .. 3 -_ `►-10 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PR�. RET. WALL THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF TOP, EL•'.=46.0 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 37 \ �3 S' \ N BOTT.' VARIES (44.2 to I45.9) 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. �x - ��j_ - -:- - - - J 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. 40, �\ ,•':` d�BUILDIN�\SETBACK LINE (TYP.) 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 38,52 43,04 VENT ; '.A .• �� AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE PROPOSED MODIFIED DIRECTED BY THE APPROVING AUTHORITIES. STONt DRIVEWAY 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE • � --�_ __ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 44,75Y •: CONSTRUCTION. Ilk , � � ` x 42, 97.83� _ _ _1 1 1. WHERE REQUIRED, .CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS .:.,,. .. CB H'-� �� WS❑ '...N 6'35 00 W 1 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND PROPOSED SEPTIC TANK 39,66 \�' 42,20 �45,2 w .•' REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). & :• 'w4 ' . b j 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE • INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. 44.72"OWNER OF RECORD PK SET 38,71 BENCHMARK 40.80 `4415 46,10 POST, BRIAN & SUSAN TOP OF CURB STOP 43.11 14 BELCHER DRIVE EL.=45.24 SUDBURY, MA 01776 PARCEL ID: 142-094 FLOOD HAZARD DESIGNATION -10of44 CIRCLE ��Q� OF MASS 9�yG MAP NO. 25001 CO563J a PROPOSED SEPTIC SYSTEM SITE PLAN o PETER T. ✓� EFFECTIVE DATE: JULY 16, 2014 PROPOSED WORK McENTEE 128 BAYVIEW CIRCLE OSTERVILLE, MA ZONE X MV8.LAB RIE CIVIL "' ZONING CLASSIFICATION: ZONE RC NO,4=11 cc No. 35109 Prepared for: Brian Post, 14 Belcher Drive, Sudbury, MA 01776 SETBACKS: FRONT YARD=20' fG/S��� Engineering by: SCALE DRAWN JOB. NO. SIDE/REAR YARD=10' tsT 1"=20' P.T.M. 266-21 MAXIMUM BUILDING HEIGHT = 30' a�� ' Engineering Works, Inc. `r 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. WIND EXPOSURE CATEGORY: Exposure Boo ( , ?.Eve Z2 (508) 477-5313 1/16/22 P.T.M. 2 of 3 r NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL=41.5 SEPTIC TANK FOR A DISTANCE OF 15' FROM THE EDGE INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX OF THE PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & COVER PROPOSED S.A.S. SET TO 6" OF GRADE INSTALL RISER & COVER OVER TWO CHAMBERS AND EXISTING T.O.F=48.56t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT SLAB F.G. EL.=48.Ot F.G. EL.=44.2t F.G. EL.=43.5t F.G. EL.=45.Of `TENT HOUSE V128) TOF-456f1 MAINTAIN 2% SLOPE OVER S.A.S. (FULL CELLAR) L = 22'(MAX. , S=l% (MIN. L = 14' L = 23' 4"SCH40 PVC @4'SCH40(MIN MIN.) �4'SCH40(PVC) / " 2" LAYER OF 1 8 TO 1/2- 6" DOUBLE WASHED STONE CP to"I 6 ME3 Ela (OR APPROVED FILTER FABRIC) �� 14" aaaBaaa � INV.=42.00 48" UQ• aaaaaaa �--3/4" TO 1-1/2" DOUBLE 0 �� 0, �� LEVEL WASHED STONE N M �� �O c� INV.=41.47 PROPOSED INV.=41.30 4' 4.8' 4' �. �, �• _ ^'_ BAFFLE D BOX EFFECTIVE WIDTH = 12.8' -- ---------- -- INV.=41.75 3 OUTLETS INV.=41.00 1' / 3-500 GALLON LEACHING CHAMBERS PROPOSED S.A.S. PROPOSED 1500 GALLON SEPTIC TANK � 1 � SURROUNDED WITH STONE AS SHOWN ________________ 1 PROPOSED S.A.S. CONNECT TO NEW SEWER OUTLET ( 20 RATED I� I 3-500 GALLON CHAMBERS AT HOUSE, OR ABOVE, INV.=42.5 �- �T' r 33.5 TOP CONC. ELEV.=42.1 f SURROUNDED W/4' STONE NOTES: BREAKOUT ELEV.=41.50 ease INV. ELEV.=41.00 SEPTIC LAYOUTeases 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaeaaaaaaa INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=39.00 4' EFFECTIVE B _LENGTH25 533.5' 4' 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' OF NATURALLY OCCURRING TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED PERVIOUS MATERIAL STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. OE3 ®®® ® ® ®® 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM OF TEST PIT, EL.=31.5 z AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 37" It W ®®®®® ® ®®®® N z �®®®® ® ® ®®® SEPTIC SYSTEM PROFILE - 102" SOIL LOG DESIGN CRITERIA DATE: OCTOBER 2, 2014 (REF#14,518) 4" KNOCKOUT SOIL EVALUATOR: PETER McENTEE SE#1542 20" DIA. COVER NUMBER OF BEDROOMS: 4 WITNESS: DONALD DESMARAIS R.S. HEALTH AGENT SOIL TEXTURAL CLASS: CLASS I ELEV. TP— 1 DEPTH ELEV. TP-2 DEPTH KNOCKOUT" / 4 4" KNOCKOUT 58" DESIGN PERCOLATION RATE: <2 MIN/IN 44.0 A 0" 13.0 A 0 " 0 (0.74 GPD/SF LOADING RATE) LOAMY SAND LOAMY SAND DAILY FLOW: 440 GPD 10YR 4/2 10YR 4/2 DESIGN FLOW: 440 GPD 43.5 B 6" 42.5 B 6" 4" KNOCKOUT GARBAGE GRINDER: NO LOAMY SAND LOAMY SAND LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 10YR 5/8 10YR 5/8 500 GALLON CAPACITY, H-20 LOADING .74 GPD/SF 41.5 30" 40.5 30" CHAMBERS PROPOSED SEPTIC TANK:r` 1500 GALLON H-207 O O PERC k _ . ._.-_. I 32"/44' N.T.S. PROPOSED DISTRIBUTION BOX:" -1_ INLLET, 3_0UTLETS H-2`07 PROPOSED SEPTIC SYSTEM SITE PLAN USE 3-500 GALLON LEACHING CHAMBERS IN SERIES MED. SAND MED. SAND 2$ BAYVIEW CIRCLE, OSTERVILLE, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 2.5Y 6/6 2.5Y 6/6 SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 S.F. Prepared for: Brian Post, 14 Belcher Drive, Sudbury, MA 01776 BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:..............................................................614.0 S.F. 32.5 138' 31.5 138' Engineering Works, Inc. N.T.S. P.T.M. 266-21 DESIGN FLOW PROVIDED: 0.74 GPD SF 614.0 SF = 454.4 GPD PERC RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. / ( ) NO GROUNDWATER ENCOUNTERED (508) 477-5313 1/16/22 P.T.M. 3 of 3