Loading...
HomeMy WebLinkAbout0016 BUCKINGHAM WAY - Health t� L(gV61 B JCKINGHAM WAY, COTUIT I I I 'i I 1 V • ,y I . I Town of BAmstable. P# Department of Regulatory Services - areal$. : Public HealthDivision Date ° tm KAM - Fps$ b ' : '200 Main Street,Hyannis MA'02G01 All µk - : O� Date Scheduled Time Fee Pd. ` 'oiJ- Uit lity Assess�nei t fog Sews D s o l Performed By ' t/�! ' WitnessedLl { LOCATION & GENERAL INFORMATION Location Address a n I\ Owner's Name v V`'L I Address �j � r Cow (T.- Assessor's Map/P rcel:. ` 6 I 7 Engineer's Name Re� r- NEW CONS1RUltnON REPAIR j Telephone* 5 t'O Surface Stones Land Use V1.� Slopes.(%) ' Distances from: Open Water Body 2-00 ft Possible Wet�Area��W_ft' Drinking Water Well ft brainage Way v 0 ft. Property Line >/_ ft Other ft �TCH: Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Parent material(gedlogic � —OK Depth to Bedrock c,,l ' I � Weeping from Pit FAee Id 4a—I Depth to Groundwater Standing Water I;Hole:, :� P g i i Estimated Seasonal iHigh Groundwater w Dt: A.TION FOR SEASONAL HIGH WATER TALE dethad Used: Depth dbperve standing in obs.hole: in. Depth to Sall tnotdes: i in. Oro Depth _ Depth toiweeping from side of obs hole: i A {t1�tOr,,..��- Adj.drroundwnterievel.,,,e. Index Well# _ Reading Date: Index WeU level.,:.° a..�. _ I Date ');lute•.__,__.... ' � �G _ P�ERCOLATIi N TEST �---�- . Observation Tune at 9" .-- Hole# i Time at G" ---- Depth of Perc — Start Pre-soak Time.0 - End Pre-soak ` Rate MinAnch Additional Testing Needed(YIN) Site Suitability Assessment: Site Passed Site Failed: Original:.Public 1141th Division Observation Hole Data To B e Completed on Back ***If percola#6n test is to be conducted within 1.00' of wetland,;you must first notify the ation Division at least one�1)week prior to beginning. Barnstable C4#sery i i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munselp Mottling (Structure,Stones,Boulders. Consistenc %Gravel W. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil _ Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) ! yw ti 1 24='-- 31 ti� r fo DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil H rizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten ra I Flood Insurance Rate Map: Above 500 year flood boundary No Yes _ Within 500 year boundary No 7 Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervio s aterial 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 Enviro mental Protection and that the above analysis was performed by me consistent with the requir fining,expertise and experience described in 3,10 CMR 15.017. Signature - Date Q:ISEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE LOCATION SEWAGE# J&3 --3�o VILLAGE A ESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.�0 8= SEPTIC TANK CAPACITY leaVl LEACHING FACILITY:(type)2.-5-G6l f�,vI l_OX5 (size) JJ_X 13 NO.OF BEDROOMS 3 OWNER g,2 _571%11 Ll9I"'14 Egg YR6 PERMIT DATE: COMPLIANCE DATE:/JUD. _3O—l 3 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 ,.� �� a � Q $ tzp �. W w N 1A 1� y "l ^x r t: No.e%- 7'-0 Fee$10 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 011 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpYicatiou for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(Upgrade K-j"Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./(P t3a-k 141 VlA Owner's N g,Address and Tel.No. Co vt r Rvss�� � ���� P �G Assessor's Map/Parcel V_510 5011"11 Installer's N me Ad ess,and Tel.No.f�-�/� 9`7 Designer's Name,Address,and Tel.No.,sd$=1G2-21/2? JoS � �� 9���os t0Eyr-r � -51dw = 37n/e Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3© 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)1'WSr44 0- 6eX 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 `fit Si ed Date Application Approved by Date 8/Zv12x 13 Application Disapproved Date for the following reasons Permit No. — Date Issued Fee No. THE COMMONWEALTH Of MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION ;TOWN`OF BARNSTABLE, MASSACHUSETTS Yes ftplication for Disposal *pstem Construction Permit Application for a Permit to Construct( ) .Repair((� Upgrade(---<Abandon( ) ; ❑Complete System ❑Individual Components Location Address or Lot No.147 ow Owner's NamV,Address,and Tel.No. Go v1r Assessor's Map/Parcel .47 Installer's N e Address,and Tel.No.S'^�-�/2 q7.� Designer's Nan)e,Address,and Tel.No.,fWB-3'G Z-2 y 2? JoS Cf✓gmj k-WA-0s MEy�r 19 S00s $N� g/ ��ly/-G /c of GWoAvf ,/�i� Type of Building: Dwelling No.of Bedrooms -5 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures i Design Flow(min.required) 330 gpd Design flow provided 7`r 2. 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)"Ti4/1 NI:5,U 14-2 D 0,— gax ,X l Date last inspected: ` Agreement: N/_, r /V . 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 Environmenf fl Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of.Health �'�` i Z r Si ,ed Date Application Approved by Date 8/7v/2a 17 j 4 Application Disapproved y Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Compliance THIS IS TO /CERTIFY,,that the On-site Sewage Disposal system Constructed( ) Repaired(4.)- Upgraded(�-} Abandoned( )by "/4S-rx✓4 1,2e_ su/eV_5 at & G Cj f-J L114 G(/64 U/T has been constructed in accordance with the provisions of Title 5 and the for&sposal System Construction Permit No'.ZO l3-32o dated 812017-01 pJ Installer %/�lj /0e- 194,E ,Y a_J_ Designer #bedrooms 3 Approved desi n flow 1 330 � gpd � The issuance of this e ft s 1 of b� nstrued as a guarantee that the system ill fun tion as designed. Date Inspector No. ZO 1-- ?ZU Fee 00 °o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal stem Construction Permit G � p Permission is hereby granted to Construct( ) Repair(e-4- Upgrade(L-)- Abandon( ) System located at r"vi 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. f ` Provided:Construction must be completed within three years of the date of this permit! - O ' Date G le-0 /2o,3 Approved by �j Town of Barnstable �,HE Regulatory Services snx Thomas F. Geiler, Director xsrne[.i.. 9�p1. Public Health Division Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 503-362-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: �l 1 Sewage Permit# 2611 Assessor's Map\Parcel �-6 Designer: /;d Installer: 9i I I Y nn c,� b W Address: PQ � vl �I Address: a 044' Alk. On 0,0/a, was issued a permit to install a (date) (installer) septic system at ?jU&VI(C6 t\ VJAI" MST_ based on a design drawn by (address) y dated � �(designer) 1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved cha ages such as lateral relocation oF. distribution box andior septic tank. 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. EN M. yw Olt No 4 nstaller's Signature) � A^ RfC/sjE SANI TAR0�'� (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN RINSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF CONIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Heahh/Septic/Designer Certification Form 3-2641doc TOWN OF BARNST'ABLE LOCATION u SEWAGE # VILLAGE 'V 1 ASSESSOR'S MAP & INSTALLER'S NAME&PHONE NO. wLJ&/e 01 a C9 D,#1 SEPTIC TANK CAPACITY /067C eez- LEACHING FACILITY: (type) 1��P/ (size) ���fJ clt�►Le NO.OF BEDROOMS -3 - WUMHER OR OWNER PERMIT DATE: "� �7-S 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 i feet of Ching facility) Feet Furnished by ✓� 4 �a (,P 2. \ cZ.c.G L S(O No.. 4 Fss.... F>.0............ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Aop irafivu for DioVatial Workii Towitrurtiou 1rruti# Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at Q� �iet.o -Address or tNo. p............. a ... --•----------------- -- 7 : QGC...................................... ------- ------------ --........................................................... .................. ----------- -------- ---- Installer Address Type of Building Size Lot_�1.�?10.._..Sq. feet U Dwelling— No. of Bedrooms--------Z...............................Expansion Attic ( ( Garbage Grinder ( Q 04 Other—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) 114 Other fixtures ----------------------------------- W Design Flow...............5`._........___..__...gallons per person per dy. Total daily fl.ow....... ' .......................gallons. Septic Tank—Liquid ca acity.1000- allons Len th.&l-�--- Width-4���. Diameter__, - ------ Depth. :----W x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-------I............. Diameter-------10------- Depth below inlet..--CQ.......... Total leaching area.z�'4�....sq. ft. Z Other Distribution box (��j Dosin nk (� *� `' Percolation Test Results Performed by... A K t—a—o_ ..1V`j _�/4��-_...--..... Date.. , - .� .......... aTest Pit No. I... ...........minutes per inch Depth of Test Pit...-.L-_-.......... Depth to ground water. 1C00",t, 6) Li. Test Pit No. 2...L4-.--_minutes per inch Depth of Test Pit....- ......... Depth to ground water_--------------------- a •---•---•...............•-------•----------•---------------•---------------••-•----•------------------------------•--.......---•-•-•-•--. 0 Description of Soil-------a "2 LoA l._A_ 76 1_L, Z-t Z �`.'1-E sA?.iL r' A x w UNature of Repairs or Alterations—Answer when applicable................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complianc as bee • ue y the a<�ef—Dealt# Signed ----- / Date ,,v�-� Date ey Application Approved By ........ .. ------------------------------------------------------------------------- ...... Application Disapproved for the following reasons: ..... ....................... .. .................................................................. ......... .............................. ........ ............. . ...................................... . -- . ........... .................................... Date PermitNo. .... ... Y--------------------------- Issued .................................................. ------ Date I t No..� FR$ ............. THE COMMONWEALTH-OF MASSACHUSETTS -P�b3 BOARD OF HEALTH TOWN OF BARNSTABLE 1Nop iration for Divi i!ial nrk Cna�tt rrir#tltri Print Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: f f ..............1 i!L E-4'A Y 1;�, ( s ------ -----U- T ----.� .. ----- -^•--- -..__... ...--�- -•-•-'-•----...-or Lot No.--------•--•-----•---- 1Location-Address , 1'fl a� �� .......... �3 ......................................At A ..i?....c W !/..........................wit �t% .y"%!�/.✓� Y C5*'"lDr,�Jt49/Ij/ Installer Address Type of Building Size Lot__��x.57.Q.....Sq. `fe`et �. Dwelling—No. of Bedrooms------ ________________________.._.__Expansion Attic (�� Garbage Grinder (Nt� Other—Type of Building ____________________________ No. of persons-------------------------... Showers ( ) — Cafeteria ( ) dOther fixtures ..............•---------------......--------------•---.....----------------•-•-------•--........._........---•--------------•-•-...-•--•-------------- W Design Flow---------------5. ----------------------gallons per person per day. Total daily flow........3?_-�_-------------------------gallons. �r W Septic Tank—Liquid capacitvlX:_Q gallons Length-_4-_ ___ Width_____A __ Diameter._._.-_^_---_- Depth_!-.9_ x Disposal Trench—No. .................... Viidth.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-------I.............. Diameter........ Depth below inlet-----(2.......... Total leaching area.2-(�'6....sq. ft. Z Other Distribution box (Y615 Dosing tank (�5 / `-' Percolation Test Results Performed by.___3Axx-.'Z y.. `� .. -.....__.... Date__ f_ _ _......... ,aa Test Pit No. 1...G. .__._minutes per inch Depth of Test Pit------ ......... Depth to ground water_. .►.._. ......l!:.: l� � COO Y-{T�Cn 44 Test Pit No. 2...LZn.....minutes per inch Depth of Test Pit-----NZ--------- Depth to ground a water___._____�_____-______r____�__ -•••-•-•--•-----------------•••.--•-•-••--•-•••--••-••••----•---•--------••:-•-•-••----•----_•-----•---•----:..--•-----•---. Description of Soil.... �' Z � Z- i2 ................................� � 14•-- - - --•• ctak ... - x W ----------•--- -•-----------------------•-••-••••••---•-•----------------------•---•••-----------------------••--------•--------•-•---------•-•--••-•--•••••--------------••---••----•-.....----.-•---- Z. Nature of Repairs or Alterations—Answer when applicable................................................................................................ ............................................--....... ...............................:.......................................................................---....... ..................... Agreement: �t The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE'S of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance-ITas been-is'sued--b boa-Fd-of-he-aith. Signed /j .--�----' -------------------------------------- ........................................ Application Approved By ........... C ...�_ ..(.. --- -------------------------------- ------------- .......a..-..r... - • Date Application Disapproved for the following reasons- -------------------- --------------------------------------------------------------------------.................................... ... .................. ............................. .. .. . .... .......................................... ........................................ Date PermitNo. 67 . .. .............-------------- Issued ............--. .......................................... ..... Dare • e THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Cex#ifi a e of Compliance THIS IS TO CERWFY, That the Individual Sewage Disposal System constructed ( �) or Repaired ( ) - t ---- r -----L. -------------------------------------- at ------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. -------- -sj-..-..P .............. dated ...._ __------------------.....__------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......... Ins ecto- f ..... . �' � _ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH C, TOWN OF BARNSTABLE Disposal Works Tonotr ion/VaMif Permission is hereby granted____ DT......14 .....G0..5�/'LfG�`"/�/i --2-.1G. to Construct ( k) o�epair ( ) an Individual Sewage Disposal System at No... f7l2Casr,�`� .. 1--1---------- �- �'` ------------------------------------- Street as shown on the ap lica ion for Disposal Works Constructi ' P rmit No---- -/j_ Dat d n.. ___._.._.__-__-�.�.-_-----.-. ✓�1 ---- _.-..!..-•--•-•----/--------- Board ofgHeallth�---,.._. _ �,.-..---••--- // 9 DATE............. --------•----- FORM 36308 HOBBS&WARREN'.INC..PUBLISHERS V J 1JES 16 N 7ATA i .. 1 I , 5196L F- .FAMjur 3 {$EwMr ot o ` / tg%4[-� P T � i vo Gam h . ..51DWdl.L0 z =: -`10�P'!7 t \ \ P� TTOM - -78;SF �. I;a a �\ ' �bTAL'065161J = 54S 6i�. /o TOfgL DAtL „/;= ��O ZPb :,a1L �N} 1� Prz PCd t�' �o 0 E124DL.A?-10N 11� t of RICNRD. \ I I 14 A- - PKETMER _..K « No. 29733 BM-TOF SPI► LL t i \\kB l°•i /02 y LAt� t7 awn` - ` & 'D 17 \ —— 1- — .r. O . LJL1 u6�{A4A WAY TF f /NY. ToP501L .. ... ��� l�/✓. �iSar Z KF �yv -uv GAL � 1 �w✓ �s� SEprIC loci i� /�aa g°� ros° TANr: WA49EP 00m:. All-5rzt GTUQES SST sToNE MOW T'uAW 4 VEER 51-FALL 'BE $4-7.o ,�sSEpRs MAP 2�7-1 �t�tE�. S� CSZf lr P�oT' RAN 4'-r (�-t '5UlCY- fu6VAar0% WA-{ f�o o Kiar=z FLAN zelcE RF�JC.E 1 CGMT-y 744AT NE bw N 5d�tfloww HEZW(4 �M'PL S WATT T�IAE �It5jpEUQF_ LoT- �1 f, W. Orr � IVX1lry O} v5xaJVSLA 1L . vr( rlI r Da-r�•  �n x�r�z � AYE ANC p20Ft-xloFJdL. LAQ-D S09VL-/vZ5 Or ?MED aJ AN MIZMEOr ek.J 1 t_ dq EW61 N EEV-5 Su fzVV'%f AIJD TVf- OW F:iE T'S 44ou j> w ur '&E o Sgerzv 1 c. a MA,4 , U6M To CSTABU5N Pv-apE=Ty UuE5 «M. •,.,„ .,:�:.,,. APPLI CA NT s SF V-0 /il lMOKO� ras LOT a COTUIT LEGEND 68 -�' LOT 69 PROPOSED CONTOUR ® PROPOSED SPOT GRADE "* --98 -- EXISTING CONTOUR LOT 63 + 96.52 EXISTING SPOT GRADE N88'39'40"W 118.00 0 �°P o N G S W— EXISTING WATER SERVICE FEN KINGS �u T LOT 61 go TEST PIT AREA=22,864t S.F. szs LOCUS: 16 BUCKINGHAM WAY O MAPLE--- --- �O NNW IN ---- -�► N LOCUS MAP o NU, ------ ------ - _ , , , C0 �'\ MA LE �$ � LOCUS INFORMATION MAPLE \ �� O N PLAN REF: 271/56 �'� EX15T. 1 ,000 GALLON 5EPTIC TANK(re-use) P RCELE D: 1MAP8/274 21 PAR. 56 W C*1 .IN�l�• \ O a> ZONING: "RF" FEN No �N FLOOD ZONE: "C" LOT 60 COMMUNITY PANEL: 250001-0021-D DATED:07/02/92 LOT 62 N, 1, IN ', DECK cOR. CONC. SEPTIC SYSTEM TBM=39.00 REPAIR PLAN GENERAL NOTES: t #16 LOCATED AT: 1 CHANGES THIS HE DESIGN ENGINEER B APPROVED BY THE LOCAL TOF=39.88 BOARD OF HEALTH AND 16 BUCKINGHAM WAY 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE \ W. COTU I T, M A. LOCAL RULES AND REGULATIONS. EXCEPT AS REQUESTED BELOW: N G ` -� PREPARED FOR - 310 CMR 15.405 (1) (B): O " W 1) A 1.77 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING O \ 30 R U S S E L L L. & C A R L A H . TO BE 4.77 Fr (MAX) BELOW GRADE VS REQ'D 3 FT. 00 F R A YR E (H20/VENT PROVIDED) G 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFlLLED PRIOR } DRI�►yAX_ 38 AUGUST 10, 2013 REV: AUGUST 18, 2013 - CHAM TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE v� r DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING \ _ _ ENGINEER BEFORE FROM THOSE WN HEREON SHALL BE CONSTR CONSTRUCTION CONTINUES. ONTINUREPORTED TO THE DESIGN 3s`' 37 � OF �Ass9 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. t. 36 _ UTILS DARK cGn 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ME f 3''�, THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF - o HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 3 - . 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. I �Z :c 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED ' TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. N g�Oo,05 RE6JSTE SQNI TAR�a� 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. lf' 10. EXISTING LEACHING PIT TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION MEYER & SONS, INC. 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY M AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING GRAPHIC SCALE P.O. B 0 X 981 - 14. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPEC. OTHERWISE) 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW 30 0 15 30 60 120 EAST SANDWICH, M A. 02537 FOR THE USE OF A GARBAGE GRINDER 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING (508)362-2922 ( IN FEET ) 1-inch = 30 ft SHEET 1 OF 2 J 1565 i ELEV. TOP f FOUNDATION NOTE: METAL RINGS AND COVERS TO GRADE OVER ALL COMPONENTS, (Existing) p FINISHED GRADE (41.00) = 39.88 �F.G.EL. 39.0 F.G.EL: 39.50 F.G. EL: 39.50 a MAINTAIN 2% MIN SLOPE OVER LEACHING AREA Aloom '` F.G.EL: 83.30 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" • . STONE OR FILTER FABRIC DOUBLE WASHED STONE A 6" ~" 4" SCH 40 PVC e •e 10"I 6 M4CU ®• Q ®®®® 14" ® S= 1 (MIN. ®®®®®®®®TEE'S ARE TO BE INV.35.50 ) ®®®®®®®®4" SCH 40 PVC 2 EFF. DEPTH ®®®®®®®® 77A'::j INV.35.60 I NV.35.33 4' 2 X 8.5' 4' GAS 1 - im EXISTING OUTLET BAFFLE PROPOSED DB 3 -. „ .. ... . . DISTRIBUTION BOX EFFECTIVE LENGTH = 25' INV. 35.85 INV. ELEV.= 35.23 EXISTING 1,000 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON BREAKOUT OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL, OR EQUAL TOP CONC. ELEV.= 36.23 ELEV.= 36.23 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING INV. ELEV.= 35.23 �®®~ ®® PIPE INVERTS PRIOR TO CONSTRUCTION ®®®®®®EM . ®®®®®®® 2) 0-BOX SHALL BE SET LEVEL AND TRUE TO ®®®®®®® GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM EL.= 33.23 ®®®®®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN 3.75' 5 FT. R3.7 310 CMR 15.221(2) 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK SEPARATION 5.00 FT. EFFECTIVE WIDTH = 12.5' WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE DAMAGED, NOT H2O LOADING, OR UNDERSIZED. SOIL ABSORPTION SYSTEM (SECTION) 4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 28.0 _ ) GAS BAFFLE AS REQUIRED (500 GALLON (H20) LEACH CHAMBER) SOIL` LOG P#:14075 DESIGN CRITERIA DATE: JULY.22, 2013 NUMBER OF BEDROOMS: 3 BEDROOOM SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) WITNESS: DONNA MIORANDI, BARNS HEALTH DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D. OF Mq Elev. TP-1 Depth Elev. TP-2 Depth 40.10 A LOAMY SAND 0" 39.20 SEPTIC TANK:GARBAGE d°x(not 200%651gned 660 ford, USE EXISTING grinder)arbage 1,000 GAL. SEPTIC TANK o DARR N M. ✓� 1OYR 3/1 A LOAMY� 3/1 0 9P " 9P M E � 39.43 8" 38.53 8" ' v LOAMY SAND B LOAMY SAND (330) = 445.94 S.F. o. 10YR 5/8 10YR 5/8 LEACHING AREA REQUIRED: 38.10- 24" 37.20 C 24" .74 S(E � PE®TEST o USE TWO (2) 500 GALLON (H20) PRECAST LEACH CHAMBERS W/ 4' S,4, TAR�P� STONE ON SIDES & 3.75' STONE ON SIDES- 25' L x 12.5' W x 2'D D MEDIUM-COARSE MEDIUM-COARSE BOTTOM AREA: 25 x 12.5= 312.5 SF SAND SAND SIDE AREA: (25 + 12.5) X 2 X 2 _= 150 SF 2.5Y 6/4 2.5Y 6/4 TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D s, DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 29.10 132" . 2820 ,32" PROPOSED SEPTIC SYSTEM UPGRADE PLAN PERC RATE <2 MIN/IN. IN "C" HORIZON)NO GROUNDWATER q:OSSERVED 1 6 BUCKING HAM WAY, C OTU IT, MA f Prepared for: Froyre Design and Surveying by: SCALE DRAWN • I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 ' MEYER&SONS,INC. N.T.S. DMM to conduct soil evaluations and that the above analysis has been Performed by me consistent with the PO BOX 9B1 requirements of 310 CMR,15.017. 1 further certify that I have Passed the Soil Evai. Exam in October, 1999. DATE CHECKED SHEET NO. EAST SANDWICH,MA 02537 5o8-W2-2922 08/18/13 DMM 2 Of 2 i