Loading...
HomeMy WebLinkAbout0326 CAMMETT ROAD - Health 326 Cammett Road Martsons Mills I� —1 LEGEND PROPOSED CONTOUR cm a3 �-- (Y) v_S 7.g, PROPOSED SPOT GRADE EXISTING CONTOUR 4A._— 'sr a TP-2 14 o f 1 y >�� ry o` ��Ji EXISTING 5.A.5. �9 ® �:« TEST PIT *�• 3� ='`�--1 ' TO BE PUMP ED+� ;"'! ---VV�'~ EXISTING WATER MAIN ~� PROP 5' _ _. (� +t+ �•�- O 0 D g,q S� FILLED WITH SAND � (`' '""' 1 ' —b _ BENCHMARK i g TP— 95 - - i 32 l J +7 ep tic vnk �, \ �G GENERAL NOTES �� '�' 1• ALL CHANGES TO THIS BOARD OF HEALTH AND 1 2. ALL WORK AND MATERIP ,•'" OF THE STATE ENVIRONI LOCAL RULES AND REGI 3. THE SEWAGE DISPOSAL TO INSPECTION AND AP. r'No. DESIGN ENGINEER, r' r1 1/2 5TY.,r/i''i �' \ 4. ANY CONDITIONS ENCOL FM THOSEWD. FR.i,�'j' I ENGINEER BEFOREWCON! rT.O.F. m 10)-45--, ' 5. ALL ELEVATIONS BASED i'r1 r r' r r 6. THE DESIGN ENGINEER THE CONTRACTOR OR 0 ✓'/rr�''r ; HEALTH FOR PROPER .IP 7. WATER SUPPLY PROVIDE AP N /^f Q 7 8. THERE ARE ABUT(.J 9.ALL AREAS DISTURBED I ^2'5 A0± G.f, TO A CONDITION AGREEI '7G V J 10. R SHALL BE THE RESP 1 1 4± CONSTRUCTION.N OF ALL I 11. WHERE REQUIRED, CON' IN THE AREA BENEATH AND REPLACE WITH CLE 12. CONTRACTOR SHALL EV 1751"' DEED) \ SEPTIC TANK PRIOR TC 13. THIS PLAN IS TO BE L _ L =1.70.80' AND IS NOT TO BE CC ptin��M ---__ R=51 7.84 PROPOSED SEPT BENC —BENCHMARK: --- ET BOTTOM STEP. 326 CAMMT ROAD /� �O /1, ^ Prepared for; Evon Brastow, 3 Comr EL.= 100,00 (ASSUMED) AM M E 'er H IL J. `�`"�--� Engineering by: Surveying by: \. Engineering Works HOOD SURVEY 12 West Crosslield Rood P.O. Box 1724 Forestdole. MA 02644 Mashpee. MA 02641 (508) 477-5313 (508) 53B-77gg f , c^s 'y p # Y 3 � Sa u w s � 4 � � 4 .f:� e3 :.lY i ��tK�� ,q�I,, ".t„�A +"+�. ✓: ,t.. Fx� r���y ,� y, +M.. dt'Y k ww,. w ro ��%. T rh s y�, p .ow �„,��W '#,•, 9 ���'� '�h fF�'k''� "M°'.v »..�(4"� �s' h ¢'. •S ,gyp. `$'�'.' � Fn F^"' i�� �.. �` 4'k=Y' 2 �' 3�yi,^� p ��.Y � � v'��" �� � 4- '*c '.� m:` {;y^ '.. 9 yfi 'lv:"°�` �'+ �' ��'kr•� ,� T�•: ur. �,. •v :'- �' «� � � „»..� 7 �, '��, y read^ ry, ; -. �� ';`- .'r,�v�r�� �. �`�.�,-,*�i �, � ' .rr�'+.:�� ,. a.�.w-.�.: *�.- " :• YV. ,'fie r '-n �' a nx .,a _ " ,. � _ ."r�. .. � �"#`�,. 4i 'k,ripz�. ..�+ �^'` TOWN OF B STABLE LOCATION 3 2G ����,�� /<G SEWAGE # -,�26 otl VILLAGE 1,11s ASSESSOR'S MAP &LOT o7 —6?,' INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /�SOO LEACHING FACILITY: (type) (size) /9 X 33 NO.OF BEDROOMS y BUILDER OR OWNER PERMITDATE: 5'-��/-4( 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 o � �^ ' `�r w 0 � • ` �� '�� �� �b C/4Hll���l/ � _ __ �: r No. ( co(o /1S 0 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for Mizpaal bpgtem Cougtruction Permit Application for a Permit to Construct( )Repair(z-I pgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3<t Co,0H/'e Owner's Name,Address and Tel.No. i'l�Ir1r.�rGdlSr /01IMS, �V14�! j�l+il9i J Assessor's Map/Parcel Installer's Name,Address,and Tel.No.,348-gX17-eI75? Designer's Name,Address and Tel.No. S'l-ff 7jr7-117,-e 1114, ,I Type of Building: Dwelling No.of Bedrooms W Lot Size sq.ft. Garbage Grinder( ) Other Type of Building T No. of Persons Showers( ) Cafeteria( Other Fixtures Design Flow gallons per day. Calculated daily flow o gallons. 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) �gyL� /,S-Oc� �o 5�.��T�- Tioig -6-00 601 �s/lyll�s/� 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 issued by t is Bo rd 91 Health. Sig ed Date Application Approved b Date y Application Disapproved for the following reasons Permit No. CP Date Issued �- L_ /�''��^ Q r yj /�l1! /G� :( all_� Fee �_/- .• THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH�DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS,, Yes ZIpprication for Mitpooar bpotem Construction Permit Application for a Permit to Construct( . )Repair( Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. O ner's Name Address and el.No. Assessor'sMap/Parcel 73- caoy,t,1O,1 GUexA// /4ve, Installer's Name, dd s,and Tel.No. 50 _�i 7 Designer's Name,Address and Tel.No. Uc5 717' S'7c-, c�o,Sz!pl �.s,��rros Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( Other Fixtures A.1 l f Design Flow gallons per day. Calculated daily flow 1 t [ gallons. Plan Date Number of sheets Revision Date 4, Title Yam. Size of Septic Tank Type of S.A.S. Description of Soil Nature of Re �o ai Alteratio Answer when applicable) 3`Soo a/ �'.acl1 ,�►br-.s' �j Sra�� �rov� � '� r_=s� �l-o-ri. 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-issued by tlyjs ard Health. Sig ed8:Z �a'y' Date Application Approved by Date y Application Disapproved for the following reasons Permit No. L Date Issued cy THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the O site ewage Disposal System Constructed ( )Repaired ( Upgraded( ) Abandoned( )by ✓���� � ��`" at 326 l5+s��l� n/3tb�1S �/S has,been constructed ' accbVdance with the provisions .f T�i�e . nd the for Disposal System Construction Permit No. !-60 dated v Installer Jos VG�' ' Designer 1w The issuance o rjs�e t sh of be construed as a guarantee that Cesyste wi! f on s designed. Date / Inspec No. /D0 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Die;po.Zal *pgtem Construction Permit Permission is hereby granted to Construct ),Repair /r de( )Abandon( ) System located at �Li�rSrotis �/> s 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 conditiioo Provided: Construction muscat b co pleted within three years of the date of this t. Date:_ 1 Approved b PP Y r / Wy c Y Y Y X; . F40dest 7%li Form Is To D& V"d For the RAwir of lra&d x 06ty l mm"VOag prW&V WGWd st INA 0 Z?oia f' o�sia�is s e to • i+s0 dv�affi8o�aretr. Time a"GOOOMIGMAW ur - uns whit tfte dwis9lfs. • The no is closet fad es CLASS i and Ow pemlabon rya is lose t14ft or sg19eti S ' pw . I*GVPU i7t MY use hJ 1 daft to emclude fide bct w tsy d" tW> ad pacotaou tm at dw am wahm a haft&VO pvmt. ® Tbwe is no i ta flaw m&Or ohnsa in un proposed ® 71ws an no vwimmm m4 or read". d Tie boom of*4 pnpowd leaching facility wil be for 9 no low boas five he gbM#a ice w table elevehon. (Adjumt Ow le) PUM eampow do : A) TOP OfOrvwW Surfne Elevatiors(mains alS ia:formaen) ► �l ®.11Y. +ttdjrt�tteett foe 1os�G.W.��� 001MOLOC8 95TWUN A wA 9 capon dw SbOvs Wot"6011, s r@ar wit vaill be ioOM for bedroms MLTkMM NO 1 beftew at eutitoetnd era Ow Mwe Yensk*end omptW symm 05/02/2006 11:27 5084775313: ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services } i1Theism F.(,elkr,Dh*Mr 1 Pulilk l�e�lth Dlwbloa j Tlwraars McKeaty Dlra>eeor �.."'.'—. .".... 200 Malts Street,Myeash.MA 02601 t i t MO: 504-861-M4 ! Fart; .W1•7904304 I lastadar dt Detrls�Crutltleadaa ZS�oro Date: Sewap,F*Mk# y- �f-oG Aaannr's MOplPart�,-,L O 7 8 0 �7 � Addrus: YZ. U�• C2s ��� C244 S Cs 11 ao roes s � ZS�`iy Iyt grs -en S, It s MCA on was issued a permit to insIvI l a (date) (installer) septic systetn a< �"�''''`� r + based on a design Mweii by i (address) MC Cam -- dawd . (tksianer) I certiry that the septic system referenced above was installed substantially aecordin� to the desip, which may include miter approved changes such as lateral t�elZ ion o the distribution box and,/or septic tank, I certify that the septic system referenced above wets installed with ms'C'10 changes (i.v- greater than 10' lateral relocation of the SAS or any vertical relocation of adw cotepoatht of the septic system)but in accordoibee with State& Local Regulations. Flan revision or certified wbuill by Oestgt'ler to follow, _ ti�u' Fp�tN OF P, I PETER T, Gm (hrstetAer'a SiRuture) CI EE No.35i09 ar (Designer's Signatm) (Affix '!<ijoer'a Stamp Mitre) PLEASE ML:JL QR TO 2Aett1JI&A E PURLIC MEALTM D1Y111- CEIL-I uMA OF OAMtUASC&_191616 -40T-;AL.11 HdM2—= {SIT O�eu RECEIVED U 7 �A $TALE P�BL C} i I Q:HaltW9gp1k/0*vVw Cote";N 00 Fe 3.2644.doc I 0 LEGEND 1 Old Falmouth Rd �crxarw PROPOSED CONTOUR m m ,� P1 _c � � 79 PROPOSED SPOT GRADE EXISTING N CONTOUR ,a rrSS 7 /' , .2 «� ° � �'--- EXISTING S.A.S. N vI ® TEST PIT ° y CL TO BE PUMPED 4 ommett Ln ''� 5 ---�- W EXISTING WATER MAIN F 0 PRO '— - OS D S.q.. -- -_.� _ — FILLED WITH SAND CA 4or ommett W O S BENCHMARK 0, -� �o� LOCUS 18' 94 i a�e MoinTP- St e 95 -� - --,• _-— �••� � Route 28 32 LOCUS MAP N.T.S. PProp.tic nk GENERAL NOTES: 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2- ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE v, AND ANY APPLICABLE r ,w LOCAL RULES AND REGULATIONS. .� 3, THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR / -✓ r •.; r,, r TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER_ / " 'r I I� STY•',�' ' ANY CONDITIONS SHOWNENCOUNTERED SDURING ECREPORTEDIOTO T DIFFERING THE DESIGN ,r ✓ � WD. FR.. y, ENGINEER BEFORE CONSTRUCTION CONTINUES. T.O.F. = 101.45 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF �'",/ ,�' ,�' „✓ ''' THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. I •J ' 1 P��� MAssq� 7, WATER SUPPLY PROVIDED BY TOWN WATER. o� PETER 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S. APN 78-7 MCENTEE 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 42�f Cc o CIVIL "' TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. ,580± S.F. No. 35109 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 14± ac. 0 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 1 f /D 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A,S. Q, AND REPLACE ITH CLEAN L AS 12. CONTRACTOR SHALL EVALUATE SPECIFIED NTEGRITY 0 CMR 3)OF EXISTING (— 1 ! 51" DEED) SEPTIC TANK PRIOR TO CONSTRUCTION. ~ 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY ` L =170.80, �t AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. air ;r - - .-`- R 517.84 '�� ---_� � f F326 ROPOSED SEPTIC SYSTEM UPGRADE BENCH MARK. � � -------__ l E BOTTOM STEP. ---�----_.__; CAMMETT ROAD MARSTONS MILLS, MA EL.= 100.00 (ASSUMED) CAMMM,, _ r: Evan Brostow, 3 Commonwealth Ave.—Apt. E1, Attleboro, MA 02703 �.� ROAD 1, Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works HOOD SURVEY GROUP 1 —20' P.T.M. 137-06 1 12 West Crossfield Road P.O. Box 1724 DATE Forestdole, MA 02644 Mashpee, MA 02649 CHECKED SHEET N0. (508) 477-5313 (508) 539-7799 3/31/06 P.T.M. 1 of 2 1 PROVIDE RISER OVER D-BOX NOTE: TO PREVENT BREAKOUT, THE PROPOSED TOP OF FOUNDATION TO WITHIN 6" OF FINISH GRADE F.G. EL: 94.0(MAX) FINISH GRADE SHALL NOT BE < EL:91.0 14� EL:101.45 F.G. EL: 94.St FOR A DISTANCE 'OF 15' AROUND THE EXISTING F.G. EL: 96.0t PERIMETER OF THE S.A.S. .S. 36" MAX. COVER MAINTAIN 2% MIN SLOPE OVER S.A INSTALL RISERS W/COVERS OVER INLET i INSTALL RISER OVER ONE CHAMBER & OUTLET TO WITHIN 6" OF FINISH GRADE I WITH HEAVY DUTY FRAME & COVER r- I ' L =5' SET TO FINISH GRADE PVC L =23'(MAX) 4" SCH 40 PVC _ 4" SCH 40 PVC(MI , io" a-2" LAYER OF 1/8" TO 1/2" 14" ® S= 1% (MIN.) 6 ® S= 1% (MIN.) aae�®®® , DOUBLE WASHED STONE 48" LIQUID 1 2' EFF. DEPTH eE31ME302.50 LEvEL INV. ELEV.=92.17 INV. ELEV.=92.00 ®® �-3/4"-1 1/2" BAFFI E PROPOSED D-BOX 4' S.2' 4' DOUBLE WASHED INV AM �M AM .EL:92.25iEFFECTIVE WIDTH = 13.2' STONE TIE IN TO EXISTING SEWER OUTSIDE HOUSE INV. ELEV.=90.50 3-500 GALLON LEACHING CHAMBERS INV.EL: 97.5t PROPOSED 1500 GALLON SEPTIC TANK ' IN SERIES WITH STDhE=ALL i= NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.=91.3 -BREAKOUT ELEV.=91.0 PIPE INVERTS PRIOR TO CONSTRUCTION. INV, ELEV.=90.50 '.89®93 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL ® ®� AND TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=88.50 SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 3' 3 x 8.5' = 25.5' 3' 310 CMR 15.221(2). 5' MIN. ABOVE MAX. SEASONAL EFFECTIVE LENGTH = 31.5' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. HIGH GROUNDWATER ELEVATION (3) 5" DIA.OUTLETS 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE LEACHING SYSTEM SECTION 15.5-� 16" 2" AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W. ENCOUNTERED SE IC SYSTEM PROFILE BOTTOM OF TP-2, EL.=82.0 PT 15.5" . O 6„ �% 8" N.T.S. T ` DESIGN CRITERIA 2" D-BOX 31.5' NUMBER OF BEDROOMS: 4 BEDROOMS Kti -I SOIL TYPE: CLASS I PROPOSED S.A.S. I DESIGN PERCOLATION RATE: <2 MIN./IN. �P��� �F Mgssfe- - - - - -�- SOIL LOG DAILY FLOW: 440 G.P.D. o� PETER T. yGs DESIGN FLOW: 440 G.P.D. � McENTEE GARBAGE GRINDER: NO o CIVIL ' DATE: MARCH 23, 2006 LEACHING AREA REQUIRED: (440) = 594.6 S.F. No. 35109 INVERT CEM ® ®®®® SOIL EVALUATOR: PETER T. MCENTEE P.E. ®®®®®®® 33" WITNESS: NO WITNESS-CLASS 1 SOILS 74 ®®®®®®® S u'� PROPOSD SEPTIC TANK: 1500 GALLON 24" E3®®®®®® `�u• �S. -� TP-2 Depth nji3110lp Elev. TP- Depth Elev. toz" 95.4 q 0., 93.0 q 0.1 USE 3-500 GALLON LEACHING CHAMBERS IN SERIES SECTION LOAMY SAND LOAMY SAND 94 9 10YR 3/3 6 10YR 3/3 SIDEWALL AREA: 2(13.2' + 31.5') X 2 = 178.8 S.F. �J, P B 92.5 B 6.. 4" KNOCKOUT LOAMY SAND LOAMY SAND BOTTOM AREA: 13.2' x 31.5' = 415.8 S.F. 20" DIA. COVER {r /l 92.2 10YR 5/8 38 1oYR 5/8 TOTAL AREA: 594.6 S,F, 4" KNOCKOUT O/4" KNOCKOUT C1 90.8 C1 26.. 62" j 'r ��✓ DESIGN FLOW PROVIDED: 0.74(594.6) = 440.0 G.P.D. a" KNOCKOUT /"fNo,n326 ',zi'". MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE �G 51 ' r 2.5Y 6/4 2.5Y 6/4 PLAN ' 101 .45~'r, ' 326 CAMMETT ROAD MARSTONS MILLS MA ✓ ,� T. I "I � r",. Prepared for: Evan Brostow, 3 Commonwealth Ave.-Apt. E1, Attleboro, MA 02703 500 GALLON CAPACITY, H-10 LOADING �!` �� ✓fO rf % f. 83.9 138" az Engineering by: Surveying by: SCALE DRAWN JOB. NO. CHAMBERS ;,`� '✓✓, .D 132" Engineering Works HOOD SURVEY GROUP N.T.S. 137--06 NO GROUNDWATER OBSERVED 12 West Crossfield Road P.O. Box 1724 "'A S.A.S. OUT PERC RATE <2 MIN/IN. (SAND) Forestdole, MA 02644 Mashpee, MA 02649 DATE CHECKED SHEET N0. (508) 477-5313 (508) 539-7799 3/31/06 P.T.M. 2 Of 2 I