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HomeMy WebLinkAbout0105 BAY ROAD - Health 1 5 Bay Road - Cotuit f - ---- -- ---- - , -_ - A--007-032 R t U No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS NpUration for Disposal 6pstrm Coneitrurtion 30trmit Application for a Permit to Construct N Repair( ) Upgrade( ) Abandon( ) D Complete System ❑Individual Components Location Address or Lot No. �C 5' %A,< "&C "zz ` Owner's Name,Address,and Tel.No. Assessor's Map/Parcel , i c 6 l T2 -. —),0 0 C Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. JL Type of Building: Dwelling No.of Bedrooms Lot Size ` q.ft. Garbage Grinder{ ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 1 C Design Flow(min.required) 3 J O gpd Design flow provided 3 J� gpd Plan Date i`��'�b Y�, Number of sheets ( ^ Revision Date Title;'Jz"l ' '� �{S ItP) LEES 160 a (OS' I .Al VAD :I, Size of Septic Tank 5�(�� \� Type of S.A.S. �_bW_41 rJ 6, C AAV,&t'C: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 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 1alth. Si �r Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. O Date Issued No. 3 Fee -'� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH D'IV''ISION TOWN,OF BARNSTABLE, MASSACHUSETTS Zipplication for -MisposatOpstem Construction Permit Application for a Permit to Construct N Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. ,o ��. (SAID ur; ;Owner's Name,Address,and Tel.No. Assessor's Map/Parcel `tc�K� S F''V 1,T ( � 3 30 - Go 1 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ��/N S l��� S� � SGv ��7ti ,dS� s ue13tq �,OTZ 4 N�� a r+ 1 Type of Building: V of Dwelling No.of Bedrooms Lot Size "40 3 a`b sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re ired) 3 O gpd Design flow rovided• . - " 3 S S gpd f ill Plan Date Number of sheets Revision Date TitleSVIQTIL S`(S SM vts tw 0 t A' Ap Size of Septic Tank ,S UG AU t1 t�\S Ty Description of Soil Mkt IF i A S A wb ' 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 ealth. Siglted— Date r--- f f Application Approved by Date �' 5 Application Disapproved by Date for the following reasons Permit No. '� J�% �"� Date Issued j ------------------------------------------------------------------------- ------------------------------------------------------------- -- N THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ' Certificate°of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(k Repaired( ) Upgraded( ) Abandoned( )by at V A t( Q,Q�p has been constructed in accordance / with the provisi ns of Title 5 and t e for Disposal System Construction Permit No.-�CJ `� dated ;" / h Installer i N tLko Le vL Designer S C, G V-UyQ ,J� - #bedrooms 3 Approved design flow 3 gpd The issuance of this permit)shall of be construed as a guarantee that the system 2ill ,ti as designedDate ( l ? Inspector t-- -- ----`--- ------------------------------------------------------------------------------------------------------------------------ j. No. Gam''/6 -L4 Fee ! � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Bisposal *pstem Construction permit Permission is hereby granted to Construct 00 Repair( ) 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. Provided:Construction must be completed within three ears of the date of this ermi" t. Date y Approved by ( �- Town of Barnstable Regulatory Services Richard V. Scali,Interim Director inxxsrnat.�. 9� M ��g Public Health Division 039. i Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage.Permit# Assessor's Map\Parcel�Z_ Designer: '(0-S C 6R oLlP 14 C Installer: k e--1t/ 5i ,b ( lPA! E-ZC Address: 3 `RTC. 2,6 Address: q2'R e w Yt/Z tq,oa_J_� k?AA E ienw r/ o Z4�'zc On was issued a permit to install a (date) (installer) septic system at ( G l�A�j 11 y �I based on a design drawn by ( ddress) G SC ��oa d I A/C dated I7c (designer) eify 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 compliance with the terms of the IAA approval letters (if applicable) - 0 , (Installer's gnature) � CM P.,", CML No.32112 Des' er's Signature) oiE�' (AffixO:escgrrer t '. "e 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:\Septic\Designer Certification Form Rev 8-14-13.doc TOWN OF BARNSTABLE �I LOCATION l!f--5 Q SEWAGE# d O��•� CJ y VILLAGE eUq 1 l f ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. V/i( 5;0fo,,&- 6-Of-5 4Y-4/)yo SEPTIC TANK CAPACITY LEACHING FACILITY:(type) -soo qA1 F4Lv ej&, (size) NO.OF BEDROOMS 3 OWNER 'p'I 1 Al PERMIT DATE: 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 etlands exist within 300 feet of leaching facility Feet FURNISHED BY "� Lea J s r c.+ - ' Ll a � IZ aD_ , 3 v@ G SIsK,�j `r Town of B. arns>Labye Department of Regi latory.:Services R R mmsT"L& Public Health Division Date t>9--- 200 Main Street;Hyannis&!A 02601 lfq Mp't't' Time FeePd. .�nE7 SoiZ g Y�i_SUii bitity .Assessment for Sewer e sposaZ Performed-By: Witncssed.By: LOCATIO & GENER;A",T ] ,pig Location Address d ^* , RMA,T N Q9 Icy ,< Owners Name `jam ,_Addressv� ��� ASscssor sMapYParcel_.:. y1. -Engineer's Nam �L°�t(.,v1�11 t✓�, STR NEW'CON :[JCTION: - - REPAIR , phone Tel Land Use . slopes'(% VhGh�.l Surface St es Drstancesfrom: 'Open. aterBodyl) _`ft Possible Wet Aea '�!0 '' {� . Drinking Water Well _ �p�ft Drainage Way � ft Property Line -- -1r2�ft Other ft SKCTCII:(Street name,dimensions of lot enact locations of test holes&perc tests;7ocate wcUands in roximi P ty.to holes) 7©!3zG —4 �.� O Wit, -n r-' Parent material(geologic)_ ii Depth.tq Bedrocf< Depth to Groundwater. Standing Water in Hole: i Weeping from Pit Pgce Estimated Seasonal Hi h Groundwater ✓�C-(>4s��ee it, g DETERMINATION FOR SEASONAL HI WATER TALE Method Used: _ i�p rh Depth Observed standing in obs.hole: Depth to weeping from side of obs.hole: rn Depth to soll mottles: in, ©roundwaterAdjustment in, Index Well 1k'` - Reading Date: Index Well level'`� ,_„ fit:.... Ad;#actor y • `--�---- u�.. Adj.�3rnuntlwuter LcJcl PERCOLATION TEST 'Ditto —�l Time r� Observation Hole tF ---�= —� -� Time.ar9° Depth of Perms. - " Time atG" Start Pre-soak Time @ l 0 ; D Time(9"-6"). End Pre-soak '1 )/ — +�S i Rate Min./Inch ---------------------------- C Z L tc l � l,ll2h Site Suitability Assessment: Site Passed_ Site Failed Additional Testing Needed(Y/N) Original: Public Health Division_ - ' Observation Hole Data To B e Cornple`ted on Back----------- ***If percolation test is to be- conducted within 100° of wetland,you must first notify.the Barnstable Conservation Division at Ieast one (1) week prior to beginning QASEPTIC\PERCFO RM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Surface(in.) ther (USDA) (Munsell) Mottling (Structure,Stones;Boulders. on istenc % ravel st^. ivy rc t.����� �o� �� �t — C' i11 S t L i n 1 M o �/ i L oo i U DEEP OBSERVATION HOLE.LOG Hole•# Depth from Soil Horizon Soil Texture ., Soil Color = Soil Surface(in.) ther (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisteic % rave] o Sr Snr L& 5, ' i pit, �ltca itl_ K z_ r Sa�� z.� ¢ DEEP OBSERVATION HOLE LOG Hole# 'Z Depth from Soil Horizon Soil Texture Soil Color Soil OtherSurface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cpngigtency.t— 3" Gravel) �b �o ' a SA�.b to`t �..Z. 1 :� �� 7 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil ther Surface(in.) (USDA) (Munsell) MOttlin g (structure,Stones,Boulders. Consistency, / SL Z g3 _Z�. ��, t_S �p`1 �• sl b 1 i i-�Ao?. �i-'ito�u t•�' f✓ I� U\ SA ' �7 L�' 1 W Flood Insurance Rate Map: Above 500 year flood boundary No Yesz Within 500 year boundary_ No 'k/ Yes Within 100 year flood boundary No V Yes Depth of Naturally Occurring Pervious Material Does at least four feet of.naturally occurring pervio•s 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 material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of.Environmental Protection and that the above analysis was performed by me consistent with . the required training,a pertise and experience described in 310 CMR 15.017. Signature Date Q:ISEPTiCTERCFORM.DOC APPLICATION FOR PERCOLATIO TE ND- OBSERVATION PI LOCATION t� PoA ® - /O�' P14.1, NO. -70 �- VILLAGE _ DAT APPLICAN E j ADDRESS c1� Aft,_ �t`j TELEP 01�E-N �-2 �((Non-refundable) ENGINEER TELEPHONE N0. DATE SCHEDULED (Applicant's signature) • • • • • • • o 0 0 0 o e • o • o O o o o • • e • • • • o o o e o • • • • • • • • b • • • • • • • e e • • • o • • • • • • • • o • O • • • • • o • • o • • • • • • SOIL, LOG ' SUB-DIVISION NAME DATE T 8 TIME `3 EXPANSION A A: YES NO Zr- • 4)0d ENGINEER TOWN WATERPRIVATE WELL ��••-IZA&M BOARD OF HEALTH F-ULE.C7� EXCAVATOR SKETCH: (Street name,etc• ,dimensions of 16t, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES: 34 4.1 r,vo) � t 'sic; ram' ' PERCOLATION RATE: Z4.4 Off. TEST HOLE NO: ELEVATION: TEST HOLE NO: ELEVATION: - 1 CIO,d41 1 2 a 2 3 3 4 4 5 5 6 6 SAtoie- 10 10 11 11 12 12 13 13 14 14 15 15 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD EAC G PITS _ LEACHING TRENCHES UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS; NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNE ON ERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT 12'-q1° MENOMINEE i n o C 7 -0 N � LI Q AND. 24310-3 C) MASTER 0 W. D. .. ... .. . . .............. . _............ .......... MASTER BEDROOM 0 QL #3 ------------- SCALE:- - - -- MASTER WALK-IN MT STORAGE TO RIDGE O AND. 2446 _ _ AND. 244(0 PT - - - - - - - TO RIOG UP RAIL WITFRITTIT17 O --------------- ------------- I i I i I I O i I BEDROOM #3 RAIL E t+ W a - - O _. ....... ... _ .. ......................_ LOFT ... ..... .._._.. .._ ..._._... N - Q AND 2431t?-2 : AND :2431t -2 ... .: _ ....._. _ . ._... .. . . 1112 SQ FT FINISHED .: . . .. ... .. . ... ................ 3q4 SO FT UNFINISHED 62'-0" SECOND FLOOR PLAN 24'-0" W-101/2" ?'-O" 12'_q" 13'-41/2" SCALE: 114" = V-0" 1. AND. 2446-2 .............. ... ._ o RG,�I :v ....._ ...._... .... ............................... AND. 446-2 OOM # 2A AM 251 BATH #2 --J -- --i r-- ININ � w —J L-- r—'r—'--r- I--I-1 I I I I t lulliTIMITTIMI JJJJ z L-- I ,` ' I I I I t ul I DN REF. — — — — — 1I I I I I — o - -- _ - STEEL SEAM ABOVE - _ L_L_L-L-°-_I - - - - - r A N GARAGE - V 1 n CONCRETE SLAB 17 UP LU ` Ol 131 —511 AW 251 �' m — — — ISLAND I FOYER WALL OVEN I KITCHEN I I _ _ _ _ ' LIVING ROOM - (3) 14" LVL NDR 3Q _ I ° ° DW CONCRETE APRON I O ...................................... CN135 GXW135 CN135 . a.. ..... .... ............ _ ........................ COVERED.. �ORC1•-I SP E ET 1 OF q .. .._. ... .. .... AND. 2446-2 24'-0" 24'-0" 13'-0" '- " 12'-0" 1142 SQ FT JOB: 1602 FIRST FLOOR PLAN DRAWN BY: KW SCALE: 114" = V-0" DATE: 7/30/16 00� 500 GALLON CONCRETE LEACHING CHAMBER (H-20)SOIL TEST PIT DATALOCUS INFORMATION NOT TO SCALE P- 12681 NOT TO SCALE TEST PIT TP-1 TEST PIT TP-1 TEST PIT TP-1^ TEST PIT TP-1 4" PERFORATED PVC 20" ACCESS COVER c c /� W/SCREW CAP TO EXTEND DOWN TO WITHIN 3 INCHES CURRENT OWNER: BARNETT FAMILY NOMINEE TRUST GRD. EL. 23.7 GRD. EL. 26.0 GIRD. EL. 27.5 GRD. EL. 25.2 ��`���� `���� ���~�����ON TO NATURAL SUBGRADE OF FINISH GRADE SHGW EL. 12.7 SHGW EL. N/A SHGW EL. N/A SHGW EL. N/A LOAM AND SEED TITLE REFERENCE: DEED BOOK 3429, PAGE 267 DATE: 8/31/2009 5" DIA. KNOCKOUT (TYP.) ALL DISTURBED AREAS MASHPEE A/0 A/0 A/0 A/O TEST BY: STEVE DOYLE. PLS. 1_1/2" TAPER PLAN REFERENCE: PLAN BOOK 256, PAGE 46 �p SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM WITNESSED 8Y: DON DESMAIRIS CONC. 12-36" COVER 10YR 3/2 10YR 3/2 1OYR 3/2 1OYR 3/2 LICENSED SOIL EVALUATOR: STEVE DOYLE, PLS "' "`` •' I I RISER ASSESSORS MAP: 007 PARCEL: 032 Sp EL. 23.0 8" EL. 25.3 8" EL. 26.8 8" EL. 24.5 8" PERCOLATION RATE: < 2 MINS./INCH 0 r Q �� "0 _ •.•• 2' LAYER OF 1/8" TO 1/2" DOUBLE WASHED SOIL CLASS: CLASS 1 STONE ABOVE CROWN ZONING DISTRICT: RF ('�f'� /� Bw Bw Bw Bw =I� �� �m= 0� MCI ' C� C7 LOCUS MAP LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND LT.A.R.: 0.74 GPD/S.F. OF PIPE SETBACKS: FRONT 30' S =O �� =r- DO �� = S 10YR 7/6 10YR 7/6 10YR 7/6 10YR 7/6 36" 24" l SIDE 15, �� ��I� I1 I1 0 O EFFECTIVE 3/4" TO 1-1/2" REAR 15' NOT TO SCALE EL 21.7 24" EL 24.0 24" EL 25.5 24" EL. 23.2 24" LEGEND o o O= =CIO IO C7 =O DEPTH i O � � M M DOUBLE WASHED STONE TO CROWN MINIMUM LOT SIZE: 87,120 S.F. C-1 C-1 C-1 C-1 OF PIPE UNSUITABLE MED. SAND MED, SAND MED. SAND MED. SAND g'_g- 4,-1©" EXISTING TOTAL LOT AREA: 20,326t S.F. EL 19.7 10YR 5/7 '�" 10YR 5/7 0.. 23.5 10YR 5/7 `�" 10YR 5/7 MATERIALS NITROGEN SENSITIVE �NOFMgs FRONT VIEW (TO BE REMOVED) 7-10 ZONE: NOT A ZONE II 50 C-2 c-2 c-2 c_2 ` � EL 19.5 50" EL 21.8 50" EL 23.3 50" EL 21.0 " o A MED TO FINE SAND MED TO FINE SAND MED TO FINE SAND Nam: 9 MED TO FINE SAND PERCOLATION FEMA FLOOD " " o BRIAN G' � SIDE VIEW �� YERGATIAN � 2.5Y 7/4 2.5Y 7J4 2.5Y 7/4 2.5Y 7/4 TEST RANGE ZONE DISTRICT: X DATED 7/16/14 " NCIVIL16 NO NO NO NO 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 25001 CO752 J P No. 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL. GROUNDWATER GROUNDWATER GROUNDWATER GROUNDWATER 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. ;� � �srE EL 12.7 OBSERVED 132" EL 15.0 OBSERVED 132" EL 16.5 OBSERVED 132" EL 14.2 OBSERVED 132" ESTIMATED OVERLAY DISTRICT: SALTWATER ESTUARY PROTECTION SSIONAL ECG v_ - SEASONAL HIGH R.P.O.D. GROUNDWATER NOTE: THE TEST PITS WERE PERFORMED BY STEVE DOYLE, WHO IS NOT AN EMPLOYEE OF BSC GROUP. AS SUCH, GENERAL N TES THE SOIL EVALUATOR STATUS OF MR. DOYLE AND HIS 38 X 7-10 DISTRIBUTION B 0 X DETAIL ( -! "- APPROVAL DATE IS UNKNOWN. RESERVE AREA 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE $RIAN G. YERGATIAN DATE NOT TO SCALE SEWAGE DISPOSAL SYSTEM AND SITE WORK ASSOCIATED WITH THE BUILDING CONSTRUCTION.PROPOSED PROFESSIONAL ENGINEER REMOVABLE 6" MAX. 1,500 GALLON 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 COVER SEPTIC TANK AND BARNSTABLE BOARD OF HEALTH REGULATIONS. _�/ "Id/ 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE HDPE RISER pqA0 PROPOSED LEACHING FACILITY. NN � ANY SEPTIC SYSTEM 21' / 28 72 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE 2' WALLS 3' �- -� 500 GALLON CONC. �--- 1 ° �P� 1 PR1. OS D � / 2 MATERIALS. LEACHINt, CHAMBER ( DESIGN 5. IF AN OVERDIG IS SPECIFIED. REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF ` __ �-- �N / \ BENCHMARK 9-1/2" L(N) 5" DIA. CONCRETE EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND 00 \ 13" KNOCKOUTS ; \ \ BOUND FOUND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL " �- ELEV 39.14 SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 105 pp A 11-1/2 OHtN -o 69 g4' \ INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A DAY ���� 2 5 REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE L L II0 2- A '� •15 2 �� #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF IN BOTTOM ON LEVEL " PLAN VIEW 1 6 MINIMUM THE FOLLOWING SPECIFICATIONS: P STABLE BASE 3/4" TO 1-1/2" `• COTUiT C CRUSHED STONE \ \ 100% MUST PASS #4 SIEVE Ce SECTION VIEW PROPOSED tP `- p m OBSERVATION #3 DRIWAY \ "�' MASSACHUSETTS �. BIT. 109K MUST PASS #50 SIEVE c NOTES PORT '0 25.5 38�� �'' 0-209� MUST PASS #100 SIEVE w \ 0-5% MUST PASS #200 SIEVE (BARNSTABLE COUNTY) ate. 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR N .�.� \ 20 m 30.1\ o IN PUMPED SYSTEM. + y1Q" /�\ `�. O N ?� 0 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. �cl, / m DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE' 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. "\ \w. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. SHOWN CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS N 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. I VN OF UTILITIES AND STRUCTURES. WITHIN THE,LIMIT OF WORK. PRIOR TO THE START OF SITE PLAN N O, .9 f ' r , o CONSTRUCTION. * IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES e� 7P . F ,,,' �� REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. Go 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE �, ��� �H 15 PROPOSED CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTILITY DESIGN CALCULATIONS `� R ` COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS AUGUST 23, 2416 . � � z � IN SERVICE. � t G,, 4 ✓ �ONCRE`7E m DESIGN FLOW \ ` $ BOUND 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, � � FOUND 3 BEDROOMS ® 110 GPD/BEDROOM 330 GPD \ \ ° ° yr .s SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF i / 5 2.5 X 28 , CONSTRUCTION. co c`a REQUIRED SEPTIC TANK 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION 330 GPD X 2007 = 660 GALLONS n e \ USE 1,500 GALLON SEPTIC TANK / .� ` \ "� OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR . / 15.240(4). ~` f DATE M SIZE OF REQUIRED LEACHING FACILITY NO D TE DES�./�� � \ \ � 4 rJ VO \ C. DESIGN PERC. RATE: <2 MIN/INCH ` ,?p, 8#S \ v 10. THE WATERLINE SHALL BE SLEEVED OR RELOCATED PRIOR TO CONSTRUCTION OF THE I LONG TERM APPL. RATE: 0.74 GPD/SF co 330 GPD T 0.74 GPD/SF = 446 SF \ \ i RESERVE AREA (IF NEEDED) Cl \ 1 11. THE TEST PIT LOCATIONS WERE NOT VISIBLE IN THE FIELD AND ARE BASED ON THE N SIZE OF LEACHING (=AGIL,ITY PROVIDED . .-� ' -' N SKETCH PROVIDED ON THE SOIL SUITABILITY ASSESSMENT FOR SEWAGE DISPOSAL. A.- USE (3) 500 GALLON H-20 CONCRETE LEACHING CHAMBERS IN TRENCH rn CONFIGURATION WITH 3.25' STONE ON ENDS AND 1.5' STONE ON SIDES. 6' DIA. DRYWELL WJ2' STONE OUTSIDE BOTTOM AREA: 38' X 7.83' = 297.5 S.F. -^a RIM=22.00 SIDEWALL AREA: 2 X (2 X (38' + 7.83')) = 183.3 S.F. BTM STRUCTURE=16.00 p ' � � � ` � X ` rL BTM STONE=15.00 EFFECTIVE LEACHING AREA = 480.8 S.F. SCHEDULE OF ELEVATIONS. avi *. 480.8 S.F. X 0.74 GPD/S.F. = 355 GPD (INSTALLED CAPACITY) Wr 2 \ \ \ \ 'f 355 GPD > 330 GPD (25 GPD RESERVE CAPACITY PROVIDED) TOP OF FOUNDATION 31.00 A O 3aj. \ \ �-Dc �- " g ,�`� �j� 6 DIA. DRYWELLpAq/I, 4 INVERT AT BUILDING 23.40 B �CK R1M2'23.60 STONE OUTSIDE 4" INVERT AT SEPTIC TANK (IN) 22.75 C BTM STRUCTURE=17.60 4 INVENT AT SEPTIC TANK (OUT) 22.50_ D BTM STONE=16.60 4" INVERT AT DIST. BOX (IN) U U E °�• 1 �- `- ula 4" INVERT AT DIST. BOX (OUT) 22.15 F 1 ,500 GALLON SEPTIC TANK (H-10)CD NOT TO SCALE 6 PREPARED FOR: a ` Q O ELEVATIONS AT LEACHING FACILITY. N I f / --� " JOHN BRITT o t 4 INV. AT LEACHING CHAMBERS 22.00 G (BRKOUT 23.0) c NOTES: RAISE AT LEAST ONE EXISTING COVER I Q I I LO 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. TO WITHIN 6" OF FINISHED GRADE J BOTTOM OF LEACHING CHAMBERS 20.00 H 334 WAQUOIT ROAD J ESTIMATED SEASONAL HIGH GROUNDWATER 12.70 J GOTU�T, MA 02636 o THE RISER SHALL BE 18 HOPE PIPE / // 617-330-7400 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 s' LOADING. CONC. COVER O r/ � 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6" MAX. 3 SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED / Q.. � SYSTEM PROFILE- 9 WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK •� FILVER.L ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. ®� NOT TO SCALE =l 2± FT. BSC 5 LL ' 4" SCH. 40 PVC LO " 4 �_ TOP FOUNDATION S=0.015° U 0 10'-6" - - -. -a-.< -, --- � FIRST PIPE LENGTH 349 Route 28, nit D � TO 91T FOR E SET LEVEL 2N5H25.8 DE W. Yarmouth, Massachusetts ------- 10'-0" / CONC. EL 27.0t L" SCH. T. PVC 02673 10" WATER �/ S=0 52 4" SCH. 40 PVC 5087788919 ����� 4' MIN. GA }. a LIQUID 5'-8" 0 ���� @ 2016 BSC Group, Inc. j - _ - 4'-6" a LOCATE DEPTH L 5,-8„ INLET TEE OUTLET TEE 4 1=g o a o 0 0 0 0 o c � SCALE: 1" = 20' UNDER COVER W fGAS BAFFLE " I=D I=G o o a t3 o c3 o_o to a 3" 3 --� I=C I=E I=F H 0 0 10 20 40 Fw _°- - < 'A --- • - a 'a:- v� LEACHING --•�-- t:t•� DISTRIBUTION 7.3 SEPARATION CHAMBERS NOTE: SEP11C TANK BOX FILE:\\bscbos\yar\...\5001500\CWl\JDra \5001500-SP.dwg o DWG. N0: 6384-01 PLAN VIEW CROSS-SECTION VIEW MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED ESTIMATED S.H.G.W. (BOTTOM OF TEST PIT) SHEET 1 OF 1 IN THE TRENCH OVER ALL PVC PIPING JOB. NO: 5-0015.00 LA_ i