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HomeMy WebLinkAbout0125 ALTHEA DRIVE - Health (2) � Q � S7� hL �.- .3.3 -� -- �3 r / - � . _� _ �� II TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE �`� h ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY. (type) m)Psize) �G NO.OF BEDROOMS OWNER'DO PERMIT DATE: L.�`qJ 12U�_ 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 L'v!� LA- G LA 3 5 r !� t f { No. ��� �'1 Fee l- �- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes appf ration for Misposal *pstrm Construrtion i3Prmit Application for a Permit to Construct( ) Repair(4 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.i'L 5 �� �� �) `U-,*— Owner's e,Address,and Tel.No. Assessor's Ma%Parc�erl �''r'^�'1Y"�l.@. ��6� •A ti Q p v3 .O ma, nstaller's Name,Address,and Tel.No. '77t,�3�Z pQ`�g Designer's Name,Address,and Tel.No. 5M LL7'1-53V3 C�cCh cr ,o�,�. Wd 9-0 �k V0(e %Aq Type of Building: Dwelling :No.'of Bedrooms �'1 Lot Size L sq.ft. Garbage Grinder( ) Other Type of Building (f 15'� &Uvr e1 c,-\ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L',�� gpd Design flow provided LA5LA• L1 gpd Plan Date 31��'ZZ —_\\ Number of sheets Z- \ 1''Revision Date ` Title� j�e� 5f?(T C�� At'GO+� p 11��(1 `Z� GX�Y er, Zr% e I,Mrc 1 Size of Septic Tank Type •S.A.S. ti Description of Soil 0--�D — - V� me.A . CAL\- 12d;N MeZ. 5cl 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. Signed Date L&I 1lS7 Application Approved by � Date Application Disapproved by Date for the following reasons Permit No. �`�,� Date Issued 9 ' t� I �� ' ^� 4 r Fee . No. �na'O�"" t �� ` 'THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1/ , Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS q. 2ppYitation for Misposal .pstem Construction Permit N Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ro't Vim^ Owner's Name,Address,and Tel.No. 01 Assessor's Map/Parcel � \ Installer's Name,Address;and Tel.No. -1 Designer's Name,Address,and Tel..No. 5C16 -x( 1-5 j�5 �•lJ \ S7C ��o 1'U��- �r1`�, t�-1 GkiLl \t.li [ �Sn: �e e- 06.�\ 'Er' s A,\r_;� 16,(1q 1 Type of Building: + - Dwelling No.of Bedrooms L' Lot Size ` sq.ft. Garbage Grinder Other Type of Building 1 P No.of Persons—' Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) LtL� gpd Design flow provided t-�rJ� 0 G� d gp Plan Date �i 1 Z.� \ Number of sheets 2-- Revision Date Title�(:Jxnc:E f=c��C� `�\I`�'�'fY\ (�? �r p .� �� � ' t,� p , n r .�af� � nrnc•,vu Size of Septic Tank v }(j 0,.\\0{\ Type of S.A.S. Description of Soil d-(0` 10G.�` l _ �� �"�CS,� �GaCNC t kv, ``1� Iserrv�. . Nature of Repairs or Alterations(Answer when applicable) F- h t o cA ,g( !�% �..�. 'i'r o \C \(-\-Ar'n\\ Cl F�k,) -!1 Ca !'�� r� 1 P r� �-�c �h_ , a� <-C r>;l . �r l�V-A L, -� fir( ���lL.�,(�'C\ �F'C,,(\. 'f[1 tl�i�+l'� P ��vf"1Z' L` �-X\ -- c-ce._. `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. y�S�igned C a' Date Application Approved by r Vll�wc,4 �'1 ina i`�I / ��i,. "Of i.,J 1 SAC Date "i Application Disapproved by Date for the following reasons Permit No.at�'X Date Issued ---- ---------------------- - .. - ----------------- --------- -- • - - -- -_------- - - -------- y ;THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(x) Upgraded( ) Abandoned( )by Ouw\" \ ��C G��sL-.�\C.G"� C�1� �C t'-1 C . f t}t at�2 1--1�' Cis��! ,�"p ".9 r rr� h ti r„<� t has been constructed in accordance r Q -�^� with the provisions of Title 5 and the for Disposal System Construction Permit No. w.-U[ dated 1 /p et�- + :InstallerP \L,tXN C,��x..x�, Designer V-X ( ► r,G fir,a �, rv'` #bedrooms L J Approved design flow 14 t-1A gpd s?The issuance �o"f thi/s permit shall not be construed as a guarantee that the system wi°ll fu c iionn as designed. Date "!��E/ �� Z Inspector { ------------_-- ------ -_. ---- - - - -- °- -- - ----- No. Fee �.�. �� 11 tJt ✓ t. . THE COMMONWEALTH OF MASSACHUSETTS ;} PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ry Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(k ) Upgrade( ) Abandon( ) System located at,T `- Xlcc.. �C`�>>f� C��t�d<^d�',.Ca c Y- 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. +C Date / / / /X Approved by ,q : Town d.Bar. Mta le R.egulatoa del°vices :Richard if.-Scalz,IWgrim Darectc►r PIiiC) eOt$ $lY1SitDTI Thomas McKean,Director 2. 0 Mani Street,Hyannis,IYIA 026Q1 Office: 508-862A.644 _ Fax:: 508 19.0 6304 Instal ei�8x Designer Certification.Form Mate: q ZZ �� a " 4 ` Sewn lPerrnit# "2.—I�� Assessors apWarcel Designer. ;��e im Installer v vr�s Address 32 �tl. Crs `�1c1 Acidness. U -' L I On 1� �Z . " v +.s S. Cuc� was issued a pe t to ixistall a date} (installer) septic system at 1 ZS" ;414- e ,�^ t!'�,rk •� a` based ova design drawn by (address). .. �rt.Q2!"r✓1'� d'Vrs�Lts�,.��� dated � � �i T c that:the septic system referenced;above;was installed:s bstantially according to the desi wtiicln may include.iniiiar a roved chan? es such a lateral relocatton of the pp. lition.iox andlor septic tank 5tri out if re iced m ected.acid the:sc>ins P (. tN ) were;found;satisfacto _i I certify that the septic system referenced above was installed�witli major changes(t e eater than lQ' lateral relocation of the SAS or any vertical reI' tion of any'cotnponent ealegr D ai Plnof the*septic system)but n accordance wtate revision or certified as-built b aJe srgner to fallow Stir out: if r dinedv Iris ected and the:so3ts p ( ) P were:found satisfactory, ... T certify that the system re i!tenced above was onstructed in.,` with the teznns , of the:I\A approwd:letters.(if applicable) (instalter's Signature):.: 0 (Desr er°s Sigriature)' (AfBx Designe 1, ere} PLEASE RETURN TO:BA.RNS`IABLI PUBLIC IEAIITH DIVISI®N: CERTIFICATE.:: Oy C€ WI€IANC.E '� NOT BE )SSUIJD UN'II IL BOTFIf T IC. OR�NI AND::AS- BUILT CARD An RECEIVED Ft THE BARNSTABI�E PUB,,Lp s DE'L. R I3IYISI:E�N THANK YQU. certi{imdonTmn Rev 8-.14-i3.doc .. Engineers note;...ius cer ifica rt is limited to an as build nspecUori of system components as instl Iled priaYto backfii 7tre engineer did not si pem c©nstruc on of the system Theansteilerassumes iesponsiis ltty for alit aEertws,;uvorktnanship bacittiUrng Me c+fi grades wntir proper ramfsdcttan ands8tttng rrsers/coyeis as shaven on the #esign p13rY ': .. .. LEGEND 67 —— EXISTING CONTOUR _'• : ``��'A " '" a '�. '�, ;; x 100.98 EXISTING SPOT GRADE ' ' tr } ,,R., •' r`fi" �A —+JGW-- UNDERGROUND WIRES W EXISTING WATER SERVICE u �, u � w �'� C� f � G EXISTING GAS SERVICE TEST PIT BENCHMARK LOCUS MAP m ALTHEA DRIVE EXISTING LEACH PITS BENCHMARK TO BE REM0VED CATCH MAG, NAIL SET (SEE NOTE 11) 88.75 90.00 BASIN 90.85 EL.=91,37 edge 92.01 of pavement 94.74 +91.20 / "�'-:'.z.' _ -- ---9'4 94.58 N 89*1 '36'r W + . T UTI ITY :,.... 00' +9s.7s TP 1 • �'93.57.� . DRAINAGE EA S N T. :55 ` 95.16. 33.5'--�I 9f� L _ �." �J TP-2 " 7 0 0 .0 PROPOSED S.A.S. — — --� � C •:°• �::..:. . � '" - •V � 3-500 GALLON CHAMBERS o .::.. 34 x 97.03 SURROUNDED W 4' STONE Lip �` O, 95.19 +� 96.44': :.,°`.' .;. .c:.. r1li 6- - "o :. q EXISTING SEPTIC TANK 7s4 f O TOP OF TANK, EL. = 96.61 8.39 0 x 98,50 — INV.. (OUT) 95.25f(VERIFY) 3E G / 98.51 98.76 3 8.51 .43 PORCH 0 .99'64, x 98.70 x t_ — }'9k 97.58 9-6 GARAGE HOUSE&125) — - -� T.0.F.=100.511 9- _9.2 +90.34 _ 9 _ DECK sag— �� —96- - — LLJ —86— �� 3 � L !r d Z _ / / / LOT 25 44,145±S.F. 162.00' N 89*15'30" W J Mgss, PARCEL ID: 333-031 o PETER T. y� PROPOSED SEPTIC SYSTEM UPGRAD PLAN CEN M CIVIL N 125 ALTHEA DRIVE, C MA No. 35109 REG3510� Prepared for: Donald Pitcher, P.O. Box 329, Cummaquid, MA 02637 \ Engineering by: SCALE DRAWN JOB. NO.' OWNER OF RECORD PITCHER, DONALD J & NANCY L Engineering Works, Inc. 1"=30' P.T.M. 123-22 ZZ, P.O. BOX 329 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. CUMMAOUID, MA 02637 (508) 477-5313 3/18/22 P.T.M. 1 0f 2 4z , F NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL. 93.5 FOR A DISTANCE OF 15' AROUND THE EXISTING SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. PROVIDE RISERS WITH COVERS OVER INLET & PROPOSED S.A.S. OUTLET MANHOLES SET TO 6" OG FINISH GRADE. INSTALL RISER & COVER SET TO 6' OF GRADE INSTALL RISER & COVER OVER TWO CHAMBERS AND T.O.F=100.5t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=99.Of F.G. EL.=98.2f F.G. EL.96.7f F.G. EL.=96.0f MAINTAIN 2% SLOPE OVER S.A.S. L = 7' L = 13' 0 S=1% (MIN.) ® S=1% (MIN.)6' 2" LAYER OF 1/8" TO 1/2 4"SCH40 PVC 4"SCH40 PVC DOUBLE WASHED STONE io"I B aaaSaaa (OR APPROVED FILTER FABRIC) t4' 2' EFF. aaaaaaa EXISTING 48' UQUID DEPTH aaaaaaa -3/4" TO 1-1/2" DOUBLE LEVEL ADD GAS PROPOSED 4' 4.8' 4' WASHED STONE BAFFLE INV.=94.77 D BOX INV.=94.60 INV.=95.25f EFFECTIVE WIDTH = 12.8' (VERIFY) 3 OUTLETS INV.= 93.00 EXISTING SEPTIC TANK H-10 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-10 RATED TOP CONC. ELEV.= 93.8t NOTES: BREAKOUT ELEV.= 93.50 INV. ELEV.= 93.00 ease 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE a0Baaaaaaaa INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.= 91.00mamwap aaaaaaaaaaa 2) D-BOX SHALL 'BE'SET LEVEL AND TRUE TO 4' 1 3 x 8.5' = 25.5' 1 4' GRADE ON A MECHANICALLY COMPACTED STABLE 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 33.5' BASE OR OR SIX INCH AGGREGATE BASE, AS PERVIOUS MATERIAL SPECIFIED IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=86.Ot - 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL DATE: MARCH 1, 2022 REF 22-27 BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL EVALUATOR: PETER MCENTEE SE-1542 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS WITNESS: DAVID STANTON RS-HEALTH AGENT OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 96.0 A 0" 96.2 A 0" TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE LOAMY SAND LOAMY SAND DESIGN ENGINEER. 95.5 10YR 4/2 95.5 10YR 4/2 11. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING B 6,. B 6 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN SANDY LOAM SANDY LOAM ENGINEER BEFORE CONSTRUCTION CONTINUES. 94.0 10YR 5/6 93.7 10YR 5/6 C1 24„ C1 28„ 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF MED. SAND MED. SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 2.5Y 6/6 2.5Y 6/6 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 88.5 C2 901, 88.4 C2 94" 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. PERC PERC 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE MED. SAND MED. SAND DIRECTED BY THE APPROVING AUTHORITIES. 2.5Y 6/4 2.5Y 6/4 TRACE POCKETS TRACE POCKETS 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY OF SILT-NON OF SILT-NON THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING OBSTRUCTIVE OBSTRUCTIVE CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 86.0 120" 86.2 120" IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND NO GROUNDWATER ENCOUNTERED `/ REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). PERC RATE: < 5 MIN./INCH (REF.P#5096, 10/23/85) 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THEW PLAN. EXISTING GARAGE HOUSE(#125) DESIGN CRITERIA PORCH NUMBER OF BEDROOMS: 4 SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) 0')1 9,t'0 Ln CA DESIGN PERCOLATION RATE: <2 MIN/IN W DAILY FLOW: 440 GPD off.SF ._ PROPOSED S.A.S. DESIGN FLOW: 440 GPD V 3-500 GALLON CHAMBERS SURROUNDED W/4' STONE GARBAGE GRINDER: NO-not allowed with design ✓ LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF -33.5'---� .74 GPD/SF SEPTIC LAYOUT EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 1 OUTLET (MINIMUM), H-10 RATED USE 3-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 125 ALTHEA DRIVE, CUMMAQUID, MA SIDEWALL AREA: 2(12.8' + 33.5') x 2 = 185.2 S.F. Prepared for: Donald Pitcher, P.O. Box 329, Cummaquid, MA 02637 BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. Engineering by: SCALE DRAWN JOB. N0. TOTAL AREA:.........................................I..................... 614.0 S.F. Engineering Works, Inc. N.T.S. P.T.M. 123-22 DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 3/18/22 P.T.M. 2 Of 2