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HomeMy WebLinkAbout0026 GENERAL PATTON DRIVE - Health 26 General Patton ®rive A = 292. — ill Hyannis i i i TOWN OF BARNSTABLE LOCATION 2.10 4 yew-,9& PoiTaa j2n vim SEWAGE# y70 VILLAGE /7tadn4L5 ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.J10 elfO-9'73 J1 Jos g`i SEPTIC TANK CAPACITY Iwo LEACHING FACILITY.(type) 2--3 Ga ru L6r awls (size) . -f-X 1.5 NO.OF BEDROOMS OWNER Vr�l/el PERMIT DATE: lA-S"!Y 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 -1 � a � F o � ZIP— ' No.r/ U l "1 —1 7 0 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliLatl.on for Vsposal 6pstem Construction permit Application for a Permit to Construct(4}- Repair(4�1 [pgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.140 6C/7 ER 14 G 64T7,00 V,� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's/Name,Address,and Tel.No.51,93-4/20-y738 Designer's Namp,Address,and Tel.No.3'08-.36 0-33 G! fI03 G�r/ 17-G GIq�Pv fk?66 ,C-A ,f UN,S r'HG, !G� W-e 1/2 /y/sad's/oh 67, ok,X,c y O 2S Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures .�� ,r�`` Design Flow(min.required) f� 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) 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 ��' Lf Application Approved by _ ( Date �( Application Disapproved by Date for the following reasons Permit No. U — `t Date Issued ' No.?U j L( L 1 7 0 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes - 01pplication for bisposar 6p$tem Construction rmit Application for a Permit to Construct(�) Repair(.��Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.Q G 9 C /21--1 TT /1 L)17 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel _)92 _/ Installer's Name,Address,and Tel.No.5-0 is-4110-cl730 Designer's Name,Address,and Tel.No.5-0 36 u-33 "-i-e /7' /2e / Aa/-StU�S h, `aH u/ich !J2S� Type of Building: Dwelling No.of Bedrooms_2 j X/�r//� Lot Size sq.ft. Garbage Grinder r# Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 2 2(� gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title a Size of Septic Tank ' Type of S.A.S. y >. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 7 7 5 i `� , :rA/,ai % - - Al' Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in 1 accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of r Compliance has been issued by this Board of Health. Signed -Z. �� Date A lication A roved b �'� - / Cj PP PP Y Date Application Disapproved by Date for the following reasons Permit No. O U/L(` q 7 d Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(L) Upgraded( G)_. Abandoned( )by at �76_ /2,::,T/..,1I /-2r. has been constructed in accordance _. with the provisions of Title 5 and the for Disposal System Construction Permit No. Q pI y-q70 dated I Installer,/�s r/�� ��� ��i�lwl� 5 Designer ZZ// =// 4, >0, 5 Z/V C, #bedrooms Approved d��n flow , Y gpd C / II / The issuance of this permit all nd be co true,• as a guarantee that the systemf"AVA des gnecN j Date / Inspector - - - - - ----------------- No. G 17d Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem Const action Vermit f Permission is hereby granted to Construct( ) Repair( L)_ Upgrade( G)-- Abandon( ) System located at 7 G /=y/C-/Z/9 fir 177 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. r� Date �.. '�� Approved by 'C1 l� , 5-Li 4 to 7u.15 5- Town of Barnstable / Regulatory latory Services Richard'V.Scali,Interim Director Public Health Division " Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508.862.4644 Fax: 508-790-6304 r Installer &Designer Certification Form [Date: w k1t Sewage Permit# m_Assessor's lYIap11'tu ceI P d I Designer- S Installer: 103 Address: 56yC Cis Address: ,�� as issued a permit to install a (date (imta eerr septic system.at � t�en�'�� P4& ^ biL. based on a design drawn.by, (address) dated./2 � (desx er) 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 a?dj6r septic tank. Strip out (if required) was inspected and the soils were found satisfactory. y � 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 Regalations. 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 systeraa referenced above was cousttucted Lm,,coraphauce with the ttzms of the PA approval letters(if applicable) .. s 1140 (Installer's Signature} ( gzve. ' eta PLEASE RETURN TO BARINS LE PITBLIC HEALTH DIVISION. C:ERTWICATE OF,COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS EOId,, I AND AS- Ii D AL ION. THAM YOL. Q:�Septic'\Desiper C-edifintion Fenn Rev 8-14-I3.doe i Town of BAmstable. r# °F Department of Regulatory Services Public health Division Hate i6 ems$ 200 Main Street Hyannis MA 02601 Date Scheduled n � i Pr Time y Fee Pd. ,Foil Suitability Assessment f or Se g is o ° Performed By: , /��Y�C/ + � J Witnessed By- - LOCATION & GENERAL'INFORIVIATION • Location Address /j n Owners Name j (/l� V�li ��iT�jj7J i h-ri to I< /" _I Address rr� Assessor'sMap/P4rcel: ` ] l.: -/ I Engineer's Name NEW CONSIRU�`l 10N REPAIR i Telephone# v O t Land Use Lai I Slopes(%) 0 Surface Stones Distances from: Open Water Body?2-0 0 ft Possible Wdc Area� �®ft Drinking Water Well ?/ .ft Drainage Way / oD ft Property Line �` ft Other ft SKETCH:(Street name,dimensiods of lot,exact locations of test holes&pert tests,locate wetlands in proxitnity to holes) ca —ma C ��1 Depth to Bedrock mat etial(geglogic) Depth to Groundwatdr. Standing Water in Hole: i Weeping from Pit Face Estimated Seasonal,l-ligh Groundwater DtTE NATION FOR SEASONAL HIGH WATrl TA LIa Method Used: ' I ln: Depth db�terved st riding in obs.hole: lu. Depth to sall mottles: $• i in. Groundwater Adjustment Depth toiweeping from side of obs.hole: Index Well# Reading Date: Index Well levr'1 --- Adj.faCtOC,,..-s- AdJ•C7raundwnterLevpl;,,� PERCOLATION TEST . Date 7tlnfe Observation , Time at 9" --^� - -- - Hole# j Ul✓�� Time at G" .-..-.---- Depth of Perc Time(9,,.6,1) Start Pre-soak Time"@ l c y i i ` End Pre-soak Rate MinJlnch Additional Testing Needed(Y/N) Site Suitability Assessment: Site Passed Site Failed: Original .Public I:e$lth Division Observation Hole Data To Be Completed on Back— ***If percolalibn test is to be conducted within 100' of wetland,yo u must first notify the Barnstable C44servation Division at least one (1)week prior to beginning. I OBSERVATION HOLE LOG Hole# RV DEEP OBSE , Depth from Soil Horizo n Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc To Gravel 1'-334 4 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) r1�t- ^ 6 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 Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. Consistency. ra 1 Flood Insurance Rate May: Above 500 year flood bounds No Yes Y boundary --- Within 500 year boundary No Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi us material exist,in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pe ious material? Certification r. I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environ' ental Protection and that the above analysis was performed by me consistent with the requir in' ,expertise and xperience described in 3:1 MR 15.017. Signature , Date 1 O:\SEPTIC\PERCFORM.DOC _ - TOWN OF BARNSTABLE LOCATION fib" G`cn--day 1 ��$��c rv� � SEWAGE # VILLAGE qi . , c, ASSESSOR'S MAP LOT 17 INSTALLER'S NAME & PHONE NO. R3 SEPTIC TANK CAPACITY LEACHING FACILITY:(tyl' r��,��/' ' ,, •a ��' (size) 4 jG'f NO. OF BEDROOMS- 2— PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No lz 4A G� i µ�,q No......,1 :.. Q FEB...... ......_ I THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliratinn for Dispn,ial nrk Tnnj rn inn Fermi# Application is hereby made for a Permit to Construct ( or Rat (1 ) an Individual Sewage Disposal System at:r. . ] s4 GL� r J4��a�w 37 . Lo tiou-Address or Lot N . I+y� ...�. `Qwene Address Installer Address UType of Building Size Lot___________________________S q. feet Dwelling—No. of Bedrooms.......... ..............................Expansion ttic (Nl4) Garbage Grinder ( ) per, Other—Type of Building R�sx� _�! ��... No. of persons___--_"6 .............. Showers ('' ) — Cafeteria ( ) Other fixtures ...N.V ------------_______ _ _ -------------•-------------------------------------_.------------------------------------------------------------- w Design Flow...... d..G*! ............____gallons per person pef �iay. Total da}l,y// flow___............_ - ...._.______.__.g4llor�s. WSeptic Tank—Liquid capacity_ P�Q..gallons Length___%.-I..... Width_:S_.. ..__. Diameter________________ Depth_S..!...... x Disposal Trench—No..................... Width.o.........._____.. Total Length__................. Total leaching area....................sq. ft. Seepage Pit No......-------------• Diameter......&----------- Depth below inlet_...._....._..... Total leaching area;................. ft. Z Other Distribution box (�� Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of.Test Pit...:................ Depth to ground water........................ a ---••----•--------------------------------••------••••-••--•----•---•-.......-••------•---•--•-••............................................................ 0 Description of Soil...............................................................................----------------------•-------------••---------------------------•-•---------•-•-••---•. x c., -•-••-•-•••••-•--•••--•-•---••-•-------•-•-•-----•--••-----------••----••--•----...••••••-------------------------•-------------•-•----•--------•-•----•------•-•--•--------••---•--...----•------•---- w U Nature 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 Compliance e issued by lie board of health. Signed ---------`.% f .............. ---------------------------------------- Dace ApplicationApproved By .............. .. ----....--------------------......---------------------------------- ...?".../_..^...9.. Dace Application Disapproved for the following reasons- ---------------------- ------------------------------------------------------------------------------------------------------------- ................... --................----------.....................................-- ----.....----....--- ------ --. --- ........--------....------------- -- --------- ........................................ �0 ----------------- Issued ----------------------- . Date Permit No. -- -..- ..-�-�-----f j------- ---..------..---...-------.. ---- Dare S N.......���=-..-jy .� ,,;.. FE$......./4_4.......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliraffo t for Uhipati al Work Tong rn iou Prrutit Application is hereby made for a.Permit to Construct ( or R an Individual Sewage Disposal System at ....................P N......... .�!.. -----------------------------------------------I- .............................................. \ Loc on-Address or Lot No' \ __I _ SS L .......!..11.��..r►4..�......... ........... r)�i lTV w c N� ` N� in� ................ ......•.... ....... pwner Address � C.� c.h e-4 Installer Address d Type of Building Size Lot..........................S q. feet U Dwelling—No. of Bedrooms......... ..............................Expansion Attic (NJ-4) Garbage Grinder ( ) 114 Other—Type of Building _.RIL A)s.N p--. No. of persons_._...!::' •_____________ Showers ('I ) = Cafeteria ( ) a' Other fixtures ...IYVr Q......-•---------•----••----•-•-••--••-•-------------•---------•-------------------...-------•----------------•-•-•--•---------•---- W Design Flow......11 Q..G lh�................gallons per person pey 4ay. Total dayll flow____.._.._._.....a ............._..gallo19S. WSeptic Tank—Liquid capacity.!uo0•_gallons Length___$.:...._ Width---------/•.... Diameter................ Depth...6...... x Disposal Trench—No. .................... Width... Total Length.................... Total leaching area.....................sq. ft. Seepage Pit No___________________ Diameter------i!i.__......... Depth below inlet...... ......... Total leaching area..................sq. ft. Z Other Distribution box (yam Dosing tank ( ) '-, Percolation Test Results)) Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ODescription of Soil........................... •---••---•----•------•-----------•••------•-----...••-----------•---------••-•-------•---•-•---•--•--------•-••............................ x U ----------------------- •------------------- •---------------------------------------------------------------------------- •------------------------------- •----------------------------- ------------------ UW ------•----------------------------•---------------------------------------------------------------•--------------------------------------------------------------------------------......----2•------- Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------•-----_--r 1..1......__. ..•-••••••-•----------•--••••-- ---------------------•-----------------•-----------•-••-------------------•---....----------------------------------••-••••---...••---•--------•-•.....-.-e----r---. 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 Compliance h e issued by he board of health. Signed -- ---_ .--- ..................... -------------------- .-.. Date-----...ey. Application Approved By \ _ .. ....... ... ---7rn..�� ^ 1� Date Application Disapproved for the following reasons: ..:................ ...........------.------...............---------- -----------------. --------...-------------- .................................. .. .. .......... . . ....................... ......---- ----- ---- ------ --........--------........--- .-- ------------------.-. -.._ ..-. �,( �� ............... Issued -----------------------_-----............ . ......Date.. t 1 Permit No. ---- --- -..�-....-{--��--- Date 1 .� THE COMMONWEALTH OF MASSACHUSE17S BOARD OF HEALTH TOWN OF BARNSTABLE Texttftcate of Tompliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( �) by ................. a,.. --------------------------------------------------------.........................--------------- Installer at .. .Cam........ �-,.. ........ �� V1, .............. has been installed in accordance with the provisions of TITLE' loheStateE intal Code as described in the application for Disposal Works Construction Permit No. .......... ....---.../._0..� dated ..:............................................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTIO S hSFACTORY. ° Q DATE.-.... 1 O... Inspector .... . )..-- ......................... X ':..."Ul/... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH � / — TOWN OF BARNSTABLE - No.......•�•-!•------�0.5 FEE..... ��--�.... �i��r�a��tl �rk� ��at��rttr#irin rruti� Permission is hereby granted--------- ----•-- ._.> .. ................................................................. to Construct ( ) or Repair (,\,d an Individu-,ar-1 Sewage Disposal System at No........ �2------�.�_-p4.&P_�X------ .- ........ /. �7L. ( Stet U as shown on the application for Disposal Works Construction Pe�I No.__9r-7,3.�9 D df......._q..................... .� ----------- -_ .:.... .• -------. ..... All G� S -- Board of Health. DATE................ f --�---- -•-�-- FORM 36508 HOBBS Q WARREN,INC.,PUBLISHERS ' TOWN OF BARNSTABLE ..00ATION (R 0 �jq�'�ow, A SEWAGE # VILLAGE Hx 4 M s ASSESSOR'S MAP & LOTS INSTALLER'S NAME & PHONE NO. ec�.��� � i�+c�'.�er1 �c :, SEPTIC TANK CAPACITY 1000 G'�►�I�r� LEACHING FACILITY:(type) IOO O GA,1 1 6k- (size) &x4 NO. OF BEDROOMS PRIVATE WELL O U LI WAT BUILDER OR OWNER 1�t►b ��,,�.,o�►�. DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No i C7 p Gov. �poo GA. , �j k . D i i • LEGEND' 'HYANNIS m ROSE 28 PROPOSED CONTOUR, 9® PROPOSED SPOT GRADE EXISTING CONTOUR 9�- + 96.52 EXISTING SPOT GRADE ROUSE 28 0 O F � Q ALICIA RD. � \ l W— EXISTING WATER SERVICE m O\\1 t TEST PITs�m a SITE GENERAL N DRIVE / a g LOCUS MAP -- LOT 17 03 39 )) LOCUS INFORMATION AREA = 8000 s� t 39_ GLEN BOOK 225 PAGE 109 �� \\ TITLE REF: 25211/309 ASSR MA`P292Pei-.11 ` G -� PARCEL ID: MAP 292 PAR. 111 EXIST. 1 ,000G SEPTIC TANK , GENERAL NOTES: SEPTIC SYSTEM 09 , 39. REPAIR PLAN BENCH\\ MARK 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. LOCATED AT: PAINT SPOT O N 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 2 6 GENERAL P A T T O N D R. \ CONCRETE PATIO OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE \ LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: �o ELEVATION _ 310 CMR 15.405 (1) (B): HYANNIS, MA \\ BARNSTABLE G DATUM 1 1 TO BE 3s (MAX) BEL VARIANCE OW GRADE�VS�REoos FT�H20AFENT PROVIDED) PREPARED FOR \\ 3. OEI SEWAGE NSPECTION DISPOSAL AND APPROVAL BYTHTHE NOT BE OFCHEALTH AND TIE K E L L E Y 00 DESIGN ENGINEER. SEPTEMBER 15, 2014 10 f \ \ 39 4• ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN rev: DECEMBER 2, 2014 - CHAMBERS ENGINEER BEFORE CONSTRUCTION CONTINUES. \ l 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. \ P-1 Y I 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 38 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF OF } HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. N �\ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. Q 0 1 37 I, 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED E;� M �` T©2 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE r / LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. VENT Z5 - 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATIONNI TAR�P� 1 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY L AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 3; \v\ \ / � \ 13. NO KNOWN PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING _ i ` �\�V\ 14. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPEC. ) MEYER 8c SONS I N C 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW 39 .� FOR THE USE OF A GARBAGE GRINDER 38f P 16. NO WETLANDS WITHIN 150 FT. OF PROPOSED LEACHING P.O. BOX 981 E. SANDWICH, MA 02537 PH. (508)360-3311 \� fax (774)413-9468 I meyerandsonsinc@gmail.com SCALE: 1"=20' SHEET 1 OF 2 J 1540 t{ T.O.F. NOTE: MAGNETIC TAPE To BE PLACED OVER ALL COVERS NOTE: PLACE RISERS OVER ALL COVERS W/IN 6" OF GRADE r FINISHED GRADE (39.0) EL: 39.70 F.G.EL: 39.0 F.G.EL 39.0 F.G. EL: 39b VENT:" Et MAINTAIN 2% MIN SLOPE OVER LEACHING AREA d• X. TOP TANK-EL. 36.50 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" • . STONE OR FILTER FABRIC DOUBLE WASHED STONE A 6 T 4" SCH 40 PVC RJR; a 10'I s (MIN. ®®®®®®®®®®® _ _ a TEE'S ARE TO BE 14 ® IINV.34.75 1% ®®®®®®®®®®® 4" SCH 4o PVC INV.34.,95 2 E�F. DEPTH ®®®E3®®®®®®® INV.35.20 ! - 4' 2 X 8.5' 4' GAS _;PROPOSED DB 3 = EXISTING OUTLET BAFFLE (H20) DISTRIBUTION BOX EFFECTIVE LENGTH 25' INV. 35.45 INV. ELEV.= 34.65 EXIST. 1 ,000 GALLON SEPTIC TANK OF GAS BAFFLE TO BE INSTALLED ON ����` MASs9�y k BREAKOUT OUTLET TEE AS MANUFACTURED BY o D R N F, ELEV.= 35.65 NOTES: TUF-TITE, ZABEL, OR EQUAL R / TOP CONC. ELEV.= 35.65 - 1) CONTRACTOR SHALL VERIFY ALL EXISTING N 1 4 / INV. ELEV.- 34.65 ®®~ 0 ®E3 PIPE INVERTS PRIOR TO CONSTRUCTION E3 E3 E3 ' 2) D-BOX SHALL BE SET LEVEL AND TRUE TO '�G/S1E�� ®®®®®®® GRADE ON A MECHANICALLY COMPACTED SIX sgNITA?\ BOTTOM EL.= 32.65 EW INCH CRUSHED STONE BASE, AS SPECIFIED IN 3.75' 5 FT. 3.75' 310 CMR 15.221(2) 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK SEPARATION 5.06 FT. EFFECTIVE WIDTH = 12.5' WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE DAMAGED, OR UNDERSIZED. 4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 27.59 p SOIL ABSORPTION SYSTEM (SECTION) GAS BAFFLE AS REQUIRED (500 GALLON LEACH (1-120) CHAMBER) DESIGN CRITERIA **NO PROP INCREASE IN FLOW** SOIL LOG P#:14477 NUMBER OF BEDROOMS: 2 BEDROOM EXISTING/3 BEDROOM DESIGN DATE: SEPTEMBER 5, 2014 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614 DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DONNA MIORANDI, BARNSTABLE HEALTH DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D. Elev. TP-1 Depth Elev. TP-2 Depth GARBAGE GRINDER: NO (not designed for garbage grinder) 39.16 0" 38.59 0" SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXIST,. 1,000 GAL. SEPTIC TANK Flu I, Flu 38.66 6" , 38.09 6" (330) = 445.94 S.F. A LOAMY �D A LOAMY �D LEACHING AREA REQUIRED: 74 38.00 14" ; 37.26 16" B LOAMY SAND B L . SAND USE TWO (2) 500 GALLON PRECAST (H20) LEACH CHAMBERS W/ 4' 1DYR 6/8 10YR 6/8 STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D 36.41 C 33" i' 35.92 C 32" BOTTOM AREA: 25' x 12.5'= 312.50 SF MED ( )COARSE MED-COARSE SAND SIDE AREA: 25 + 12.5 X 2 X 2 = 150 SF SAND PERC TEST 2.5Y 6/4 2.5Y 6/4 TOTAL SQUARE FEET PROVIDED = 462.50 vs. 445.94 REQ'D ® 35.0 DESIGN FLOW PROVIDED: 0.74(462.50 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 28.16 132" ; 27.59 J 132" PROPOSED SEPTIC SYSTEM UPGRADE PLAN PERC RATE <2 MIN/IN. SOILS IN ("C" HORIZON) 26 GENERAL PATTON DRIVE, HYANNIS, MA NO GROUNDWATER;OBSERVED Prepared for: Kelley 1 System Design and Topography Plan by: SCALE DRAWN • I. Daman M. Meyer, R.S., CSE, hereby certify that 1 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 BOX981 DATE CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999. EAST SANDWICH,MA 02537 508-3s2-2922 12/02/14 DMM 2 of 2 R � I