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HomeMy WebLinkAbout0049 WINDMILL LANE - Health 49 Windmill Lane cotuit -- --- - - A = 040 023 1 TOWN OF BARNSTABLE CQCC In/oMt tntl< � w # oCCICS� �J�� Ld,,,.ATION � L ' SEWAGE VILLAGE C� T U 1 I ASSESSOR'S MAP & LOT LID -042 INSTALLER'S NAME&PHONE NO. eve M SAI of jrIx SEPTIC TANK CAPACITY Q LEACHING FACILITY: (type) 2.-1100 NO. OF BEDROOMS CkOAb•PV( BUILDER OR OWNS 'V 4 1/1 0 /N . PERMTTDATE: , 5Q6COMPLIANCE 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 A nZ3� � 6 � '�. 33 V (3- 9 L 3 °�.1i No. O.(FF3�(j �`:�'�— Fee /00 THE COMMONWEALTH OF MASSAC USETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 3pphration for �Bigponl �§p!temc Cougtruction Perron Application for a Permit to Construct( ) RepairX Upgrade( Abandon( ) wcomplete System ❑Individual Components Location Address or Lot No. 4q L nrN6M1N1 Lam) Owner's Name,Address,and Tel.No. CoTv%Te MA '7j flv%0 C. 1 nJ ►a Assessor's Map/Parcel 401 1 Z 3 It W In A fY�%I Ld I GTuj-r Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. lock£w4 SMONNRe• SHA`( E+Jv• SRvt:S• o -5�2• t25 S 3 - 44V Type of Building: -t Dwelling No.of Bedrooms Lot Size Zo 4 3 30 sq.ft. Garbage Grinder Other Type of Building M 0 n Q No.of Persons Showers(✓S Cafeteria( V) Other Fixtures L LQ-1 AmayU -f }s_TC 1 1 S rbAlmrTLAUNOV Design Flow(min.required) 3 3 o gpd Design flow provided 3 3 • S d gpd Plan Date 2 J r(e Number of sheets I Revision Date ^ Title _! -p p O� 5 J)DS V��C.2 50�ge TWt)nc 1 s u fir., Size of Septic Tank 14 e43 (SOD QO\k. of) Type of S.A.S. f—-SOO 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. Sig ed Date Application Approved by_\1, Date ,, s Application Disapproved'by: ;Date for.the fol lowing:reasons' Permit No. ' Date Issued Lam" No. c 6 ` Fee THE COMMONWEALTH OF MASSACK111SETTS Entere ncomputer: PUBLIC HEALTH DIVISION - TOWN. OF BARNSTABLE, MASSACHUSETTS Yes 3pprtcatton for Mi o5a[ �§pq;tem Conotructton Permtt Application for a Permit to Construct O RepairX Upgrade O Abandon O XComplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Cc�T,) , r�lt1 —D C, Assessor's Map/Parcel ,q' � �) �) I 1 � Z 1 l ( �,� r, �, !- CO TV rT t Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. t-1 S o-)O j 1.} Y G i v , 5 I;.�J C`a Type of Building: ^t Dwelling No.of Bedrooms Lot Size 0 , 3'.,)Q sq.ft. Garbage Grinder Other Type of Building p No.of Persons 4 Showers(t/) Cafeteria( ✓) Other Fixtures LPpQ ►�"� t�R`f )mot Tr�1Fr 1 1z1br -� , r1uNDR�) Design Fl•:,)w(min.required) gpd Design flow provided gpd s t Plan Date C i 1 0�0 Number of sheets Revision Date Title �� r Z�t7c�5� `���� V6 �CCE? Qls •`1e1S(�G � lifr� Size of Septic Tank P R 1 1500 �h'�'`O`<� - Type of S.A.S. Z 'SyU G ch C hCYY� C S J a Description'of Soil Nature of R-pairs 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`doard of Health. Signed Date � Application Approved by \..: _ Date i ) Application Disapproved by. Date. for the following reasons Permit No. no (n ---!5 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance TH_S IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( Upgraded ( ) Abandoned( )by at 'LI Q W i Pf tU 1 .�S 5 has been constructed diin�accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. C �O) nD dated Installer ��P"r N _�h,a,Pee- Designer #bedrooms Approved design flow 3 30 1 ^1 gpd The issuance of this permit shall not be construEued arsa guarantee that the systq 11 functiion as�d(e)signed. 7 Cy Date r°1 / - 0(a t Inspector {/{ i� i No. Uo 6 a 2" Fee /C o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARSNSTABLE, MASSACHUSETTS 't5po!9al *p5tem Con5tructton Permit Permission is hereby granted to Construct ( )/ Repair Upgrade ( ) Abandon ( ) System located at 11 '7 14 1,e o *I, G N �D 7� t,t � � tki j 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 conditions. Provided: Construction rpust be b pleted within three years of the date of this permit. r � r Date / � (p Approved bye---- ,t Town of Barnstable �1NE � Regulatory Services Thomas F. Geiler,Director MUMS TA M MAS 1639 0� Public Health Division D N �( A� EIP Thomas McKean,Director _ 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: ~- Designer: _Shay Environmental Services, Inc. Installer: e '�'�L���^ Address: P.O. Box 627 Address: `' 4A _East Falmouth, MA 02536 On i c'h (`tl a was issued a permit to install a (da e) (installer) septic system at 4C ,31 hC�ilr��i \\ bJ b C i:' based on a design drawn by (address) Shay Environmental Services, Inc. dated (designer) 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 and/or septic tank. 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 Regulations. Plan revision or certified as-built by designer to follow. IH OF hq& CARMENE. (Insta er's Signature) SHAY N No. 1181 FQt3T��� SgNI R\p.� (Designer's Signature (Affix Desi p Here) 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:Health/Septic/Designer Certification Form No. Fee o THE COMMONWEALTH OF MASSACHUSE S Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Zlppiication for Migpozar *pttem Con.5truction Permit Application for a Permit to Construct( )Repair( )Upgrade )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.tjq WOW rA-.t L O • Owner's Name,Address d Tel.No. Assessor's Map,( l�tQ`'`�� m��f� 2 LA VAr, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.Tto. \rin Ack, OXA9 v-1-1 mw,.3 . ' ep. Ma T7?-1 120 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 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank \ Type of S.A.S. Description of Soil S::� C� Nature of RepT'rs or Alterations(Answer when applicable) ��S stJ � iS ;. S S ltic rt' S 'L T� s >r '^ oe� ,� -C3a Ys. -2 Date last_nspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the prov. . ns of Title 5 of the Environmental Code and of to place the system in operation until a Certifi- cate of Compliance has bee is ed y this Board of Hea t Q Signed C/ Date z—a O -,@S Application Approved by Date 3 'ad -9 O Application Disapproved for the following reasons Permit No. Date Issued 3-aln - 9 tj THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded(�) Abandoned( )by at w k has been constructed in accordance with the provisions of Title 5 and the fo Disposal System Construction Permit No. � dated -' D -q Installexf g v-\ - ��.��y,• c l-S Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. / ��..� a... Fee ,Q THE COMMONWEALTH OF MASSACHUSE S Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Yes 01pprication for Mizponl 6potem Conot•ruction Permit Applicatior.for a Permit to Construct( )Repair( )Upgrade )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Q�d L O `t Owner's Name,Address d Tel.No. IJl' MIi mom. % cam, 1 Assessor'-s'vlap/Parce •�}�"" 7 Installer's Name,Address and Tel.No. Designer's Name,Address and Tel.t�o. ! t E '7-I qv ' Type of Building: -� Dwellings No.of.Bedrooms Lot Size `:+' sq.ft Garbage Grinder( ) Other Type of Building No: of Persons ' Showers( Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. w Plan'Date Number of sheets Revision Date Title ` - — Size of Septic Tank , Type of S.A.S. 1 Description of Soil .O�r:.a� 4, Nature of Rep 'rs or.Alterations(Answer when a plicable) �-S tiC�v �l `` °� +ft�= %S (3� '�"' S 0 w:i (0 Aued-A- sus. 3 Date last mspeeted; Agreement: , The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system i in accordance with,the provisi s of Title 5 of the Environmental Code and of to plae the system in operation.until a Certifi- ^f Cate of Compliance has bee is ed b ,this Board if Heal signed i Uc •- / D . ate Applicatioi Approved by. - - lr;_ Date 'ao '�_ Application Disapproved for the following reasons Permit No. ..' i° Date Issued — a 9 THE COMMONWEALTH OF MASSACHUSETTS - + BARNSTABLE, MASSACHUSETTS ' j Certif irate of Compliance r THIS iS TO,&RTIFY,that the On-site Sewage Disposal System Constructed( ) Repaired( )aUpgzaded(. + Abandoned( )by reA, at a. has been constructed to accord'nce a . with the provisions of Title 5 and the for,pisposal System Construction Permit No. '"` dated `" O Installer cl 2, '. Designer C 0- r-\\ko ra The issuance of this permit shall not be construed as a guarantee that/�the system will function as designed. ` Date ir' Inspector ft Fee-�50•©—o r - T14k!�COMVONWEALTH'OF MASSACHUSETTS ` PUBLIC HEALTH DIVISION ---BARNSTABLE,- 4ASSACHUSE#S Migogar *p%ern Con6truction Permit Permission is hereby gran ed to Canstruc`t( )Rep 'ir( )Upgrade(**AAbandon( ) System located at � lit 9 ►J q �.�; �,. �..�� Y\I�ed ' s and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply!ith Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this it. �s�✓f Date: Approved by r i 4 CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) hereby certify that the application for disposal works construction permit signed by me dated (,rc�. OV[ concerning the property located at . W Qk A ten'\� L-we _ C V . meets all of the following criteria: • There are no wetlands within 300 feet of the proposed septic system •- There are no private wells within 150 feet of the proposed septic system • The observed groundwater table is 14 feet or greater below the bottom of the leaching facility • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. SIGNED . L. DATE: ) LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan of the proposed system. Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. "i . . t S L,sue, . Q p Soo 16 l t� ao� I o� QD ASSESSOR'S MAP NO. b PARCEL 2 f� C A T I,ON S,[ WAGE PERMIT NO. VILLAGE INSTA LLER'S A M E R ADDRESS B U I L D E R OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE IS 'S/U- ED �/ l 201g eV �`EAU ',-:2 . LOCice, ' 03 U� �-7jIL 77.�71 VENT PIPED Least 24 inches tall) 3-24'OIAM. ACCESS MANHOLES VENT Schedule 40 PVC w/Charcoal Odor Filter 10' min. from *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. F 11 house to septic tank - �- ► e EXISTING Foundation D sox cover must be Sepptic tank covers must be wlth(n e• of OWE N(thin a In. of finished rode SAS cover must be SECTION A -A Grade over Septic Tank - 90.50 Grade ever D-Box- 9e.00 NthIn e• of GRADE over SAS- WOO •u l •� -� •� it in i i °��, PROFILE VIEW OF LEACHING SYSTEM INLET1� 'y_ '4" 4�. win OUT ET "22"'* 3 HOLE TOP OF SAS 64.75 4•Is f f/r• tedd oMAN!NNW •a A"- f/e IMNA"PYerftm p1 THE ACCESS COVERS FOR THE SEPTIC TANK. (H-20) DIST. BOX 3' McJ Coar P S-0.01 INSPECTION cover must be {; DISTRIBUTION BOX AND LEACHING COMPONENT EXIST. PIPENEW 1,500 GAL 0' foot within 6 In. of finished rada �� nr+� -r•�*•.,^-r•-- ' FROM rOUNDATtON �' L r• '� FINISHED TO WITHIN 6" OF * , SEPTIC TANK ,--r Rere»M•�H-10 g N20' STEEL REINFORCED PREC+�ST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALSooNCRETE FULL FouNDATION ~Me` yr t g ON ALL OUTLET TEE ENDS ON o 0 0 0 0 o PLAN VIEW No v II II E 1.6 f� 3.6g 3-24'RENOV elE COVERS + r s. 63aoe Lllo.aoR4.1i!ldDdNFT1eC.ir djvr► . SYSTEM PROFILE , ,� � z unit: a es - v' � Not to Scale e W 'i Effective *kith 4 8 ` EPPtcttze,Length INLET r^�•112_min IInnlet to outlet p 4 'r aw fftv T GENERAL NOTES e In.of 3/4'-1 t/2' $ INLE OUTLET 1. Contractor is responsible for Digeafe notification oompaeted stone SOIL ABSORPTION SYSTEM (SAS) C T*'� 'r ' Bottom of Test Hole t Elev.- 87.00 s' -�' L s'-r and protection of all underground utilities and pipes. 500 - C H-20 LEACHING UNITS / WIGGINS PRECAST 4 4'-0•min. 2. The septic tank / J distri4ution box shall be set Groundwater Observed - NONE OBSERVED Liquid depth level on 6" of 3 4 -1 1 2 stone. Not to Scale s •• �t 3. Backfill should be clean sand or gravel with no stones over 3" in size. • •r ,., •r. •� ..,, .: . - Y 4. This system is subject to inspection during installation to'-o• s'-s' by Carmen E. Shay - Environmental Services, Inc. NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6' BELOW GRADE CROSS SECTION .END-SECTION 5. The contractor shall install this system in accordance ,with Title V of the Massachusetts state code, the approved plan and Local Regulations. TYPICAL (H- 10 LOADING) 1500 GALLON SEPTIC TANK 6. If, during installation the contractor encounters any NOT TO SCALE soil conditions or site conditions that are different May Substitute with 1500 gallon H-10 Polyethylene Tank-George O'Brien Co. from those shown on the soil log or in our design installation must halt do immediate notification be made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. PERCOLATION TEST P#- �<g 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. \ Date of Percolation Test: DECEMBER 13. 2006 10. All solid piping, tees & fittings shall be 4" diameter \ Test Performed By. CARMEN E. SHAY, R.S., C.S.E. Schedule 40 NSF PVC pipes with water tight joints. \� Results Witnessed By. DONALD DESMARAIS (BARNSTABLE BOH) 11. Municipal Water is Connected to ALL OF The Residence and Abutting \ EXCAVATOR: Shay Env. Svcs. p g `\ Percolation Rate: Less Than 2 MPI O 30" Properties Within 150 Feet. \ \ `\\ Test H1 le I T st Hole \`\ SOILS ELEV. DEPTH SOILS ELEV. NOTE- DEPTH ` \ THE PROPERTY LINES ARE APPROXIMATE AND �p \ 0 98.00 0 98.00 COMPILED FROM THE SURVEY PLAN GENERATED BY \\ Loomy oom GERALD A MERCER, PE, DATED AUF 3, 1963 LOT #10 �`\ \r..� 10 rR 3/2 10 Kt 3/2 entitled "SUBDIVISION OF FRANKLIN VILLAGE., COTUIT, MA" AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN Ae 97.50 0"-6" A. 97.50 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 8endy so dY THE SEPTIC SYSTEM INSTALLATION. \ 10 rR 5/6 10 YR s/e 8e 95.50 6"- 24" Be 95.50 EXISTING CESSPOOLS TO BE PUMPED OUT AND REMOVED - j `\ Med. Med. Sand Sand NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE 0 2 S Y 7/4 26 Y 7/4 FROM THE EXISTING CESSPOOLS TO BE DISPOSED A 30'- 132 C, 87.00 30"- 132 G 87.00 OF AS PER BOARD OF HEALTH SPECIFICATIONS. o� :. ASSESSORS MAP - 40, PARCEL 023 ` \\ SHED i LOT # ZONING - RESIDENTIAL LOT #7 \\ \\ tt 20,330 Square Feet THERE ARE NO WETLANDS ARE_-PRESENT WITHIN'200% OF THE PROPERTY Perc 1 ., �i \� Depth#1 Perc: 30" to 48" \\ TEST HOLE #1\ \\ _ Perc Rate= 2 MPI ' \ 2 ELEV.= `98.00 `\ \\ / 0->- Groundwater Not Observed \ \ \ -J.4c No Observed ESHWT ADJUSTED H2O Elev. - None 4" PVC D-Box \` \` 1 I /' Vent q�51R��> LEGEND \•.. -:,�\ \ \ 1 1 �/ �'� SET LEVEL FOR AT LEAST 2 FT. 12• CONCRETE COVER KNOCKOUTS 8XO DENOTES PROPOSED \� \� \\ • TLET SPOT GRADE \ `�t \ - - \ S0' � ' ` tt.s• OUTLET 12• "'"� \' 10T. 46 DENOTES EXISTING SPOT GRADE 4" - SCH. 1.7e TEST HOL� #2 `� EXISTING /' \\ ELEV.- 98`.,Qo GARAGE `�\ PLAN SECTION CROSS-SECTION PL PROPERTY LINE PROJECT BENCH MARK I \�`�� `\\\ 3 _HOLE DISTRIBUTION BOX - H-20 LOADING �- PROPOSED CONTOUR TOP OF STAIRWELL DECK \ NOT TO SCALE ELEV. = 100.00 (Assumed) i \� 97- - -- --97 EXISTING CONTOUR EXISTING �`� \`\ DEEP TEST HOLE & e• 3 BEDROOM `� = Design Calculations \` \ 9 PERCOLATION TEST LOCATION HOUSE \ \� Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 Gol./Day Min. per Title V) 49 `� \t Garbage Grinder: No FENCE \ # t Leaching Capacity Proposed: 330 Gol./Doy Minimum (Mtn. Per Title V) Septic Tank : - 2 x 330 Gal./Day - 660 USE NEW 1,500 GAL. Septic Tank. M1 C �\\ DO SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch - PRIVATE DRINKING WATER WELL p I Bottom Area: 0.74 gal/sq. ft. x 300sq. ft. = 222.00 gallons Sidewall Area: 0.74 gal./sq. ft. x 148 sq. ft. - 109.50 gallons REVISIONS Providing: = 331.50 gallons NEW Failed il• ` �� !! /1 �1 Use: 2 PRECAST 500-C UNITS HAVING A 2' EFFECTIVE DEPTH . _ 1500 gal. Cesspo�l �y , �y O N0. DATE. - DEFINITION Septic Tank 1 J TO BE USED WITH 3.5' OF WASHED STONE ON THE SIDES AND LOT #6 4' OF WASHED STONE ON THE ENDS. i Di 10, j , t 0_ ti�Failed i Cesspool PROPOSED PREPARED FO R : -'' SUBSURFACE SEWAGE DISPOSAL SYSTEM c6''''�' DAV I D C. P I N A OF #49 WINDMILL LANE 1 0�'�` 11 WINDMILL LANE C OTU IT, MA .k Foo PREPARED BY: 3 BE HOUSE FLOOR SCHEMATIC C OT U IT, MA 02635 (Description Provided By owner) R '� c CAR11 EN E. SHAY .'' Sr14 ENVIRONMENTAL SERVICES, INC. Kitchen Bedroom 185 ASHUMET ROAD Dining/ m° .' �o m C., GARAGE S4)OTAWNN MASHPEE, MA 02649 E 0 20 40 50 TEL/FAX : 508-539-7966 0 Living Room � Bedroom M SCALE: 1 "=20' DRAWN BY: CES DATE: DECEMBER 13, 200 PROJECT#SD-1000 FILENAME: SD1000PP.DWG SHEET 1 OF 1 *NOTE: 5' MAXIMUM COVER OVER SYSTEM PER BOH BI-LAW ru•aAw. ACCESS MANHOLES Sr*nrlitclwrbesehrsd+" VENT PIPE (O Least 24 inches tall) Schedule 40 PVC w/Charcoal Odor Filter 10' min, from 'NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. EXISTING Foundation house to septic tank +• F Septic took Down must be D-BOX cover must be '►' '-'� "u.+�.4.�i►, f � !7• Mr> ` wthin 6' of GRADE within 6 in. of finished grade SAS cover must be SECTION A -A pp b Grade over Septic Tank - 99.50 Grade over D-Box - 9&00 within 6• of GRADE over SAS- 98.00 PROFILE' VIEW OF LEACHING SYSTEM � INLET '4� W 1 nod rA 111 _n S 0.02 t•7•I f y I/i•- f/f•evrAd Jw1wr INLET ",, �., `, ``. OU e '; '' 20• # r'. I THE ACCESS COVERS FOR THE SEPTIC TANK, s�bl .: r 3(H 20 DIST. BOX TOP OF sA3- 94.7s �"A'��"'�'� "' ? KI DISTRIBUTION BOX AND LEACHING COMPONENT �- AO �• 5�0.01 n= a "•� EXIST. PIPE $ NEW 1,500 GAL INSPECTION cover must be (� �, > `�+ } FROM FDUNDATIpI22 H-10 85' g 0.0/0' or foo! within 8 lit. of finished grode !d'-;r:r��'^%�"�'� T� ''-''•:' FINISHED GRADE ' r SEPTIC TANK �pr,,l„rM �;'; SHALL BE RAISED TO (THIN 6' OF ' � + a{ N o.0% C4 c o STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-71TE GAS BAFFLES OR EQUALS 7 T c�NCRErE FULL FOUNDA II n = PLAN VIEW ON ALL OUTLET TEE ENDS _� •- _ II II °i S.6 3.6' o C3 o 13 o o y SYSTEM PROFILE ,; > n 8 rs4•REMOVABLE cooERs ,� r " . .. u > 2 Units t B.3 17 �ooel,n ee6*0ltGp ews000, Npyliep•and ra 7 IMe:Not to Scale � Effective V/ldth 4 c ' S' 6 in.of 3/4"_, t/z' Effective Length INLET 6 m�2�N'"et to outlet m t 'TLET GENERAL NOTES e'min. OUTLET compacted stone is I " to•mh L�revsl r ' 1. Contractor is responsible for Di safe notification SOIL ABSORPTION SYSTEM (SAS) 5,_7• "' i• p Dig safe of Test Hole 1 Elev. 87.00 -'W -Y and protection of all underground utilities and pipes. 500 - C H-20 LEACHING UNITS / WIGGINS PRECAST E 4•-0•min. 2. The septic tank a l distri¢L{tion box shall be set Groundwater Observed - NONE OBSERVED b o. !• Uquktdpth level on 6"' of 3 4 -1 1 2 stone. Not to Scale 3. Backfill should"be clean sand or gravel with no stones over 3 in size. f ' �' +L : • • 4. This system is subject to inspection during installation by Carmen E.. Shay - Environmental Services, Inc. NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE CROSS SECTION END-SECTION 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan and. Local Regulations. TYPICAL (H-10 LOADING) 1500 GALLON SEPTIC TANK 6. If, during installation the contractor encounters any NOT TO SCALE soil conditions or site conditions that are different May Substitute with 1500 gallon H-10 Polyethylene Tank-George O'Brien Co from those shown on the soil log or in our design installation must halt do immediate notification be made to Carmen E. Shay - Environmental Services, Inc. - 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. PERCOLATION TEST P# 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. - 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Date of Percolation Test: DECEMBER 13, 2006 10. All solid piping, tees do fittings: shall be 4" diameter Test Performed By. CARMEN E. SHAY R.S. C.S.E. Schedule 40 NSF PVC\ pipes with water tight joints. j � \ Results Witnessed By. DONALD DESMARAIS (BARNSTABLE BOH) EXCAVATOR: Shay Env. Svcs. 11. Municipal Water is Connected to ALL OF The Residence and Abutting - Percolation Rate: Leas Than 2 MPI O 30" Properties Within 150 Feet. _ \ - \� Test Hole Test Hole _ = \ No. 1 No. 2 NOTE- `\\ DEPTH SOILS ELEV. DEPTH SOILS ELEV. THE PROPERTY LINES ARE APPROXIMATE AND co �\ 0 98.00 0 98.00 COMPILED FROM THE SURVEY PLAN GENERATED BY LOT #10 \� oomy LOOM dy GERALD A MERCER, PE, DATED AUF 3, 1963 ` entitled "SUBDIVISION OF FRANKLIN VILLAGE., COTUIT, MA" ` \\ to YR 3/Z 10�"3/2 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN ` 0'-6' A. 97so 0'-6• A• 97•50 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN s ntly Loamy THE SEPTIC SYSTEM INSTALLATION. 10 YR 3/6 10 YR 5/0 95.50 6'- 24' Be 95.50 EXISTING CESSPOOLS TO BE PUMPED OUT AND REMOVED Mod. s nd NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE j , t O \_i\ 15 Y 7/4 15 Y 7/4 FROM THE EXISTING CESSPOOLS TO BE DISPOSED I / ► / 30"- 132 C+ 87.00 30`- 132 G 87.00 t / OF AS PER BOARD OF HEALTH SPECIFICATIONS. O- \\ ASSESSORS MAP - 40, PARCEL 023 - r \ `\ SHED i LOT #11 �\ it ,�'��`�\ 'J ZONING - RESIDENTIAL / H LOT #7 \\\ ��\ �\ 20,330 Square Feet THERE ARE 6J0 WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY / � / \ � Perc �11 \ TEST HOLE #lt \\ i.� �\ Depth to Perc: 30" to 48" \\ EL T H 98.00 ` \\ / / `� ► Perc Rate- 2 MPI 2 r Groundwater Not Observed No Observed ESHWT ; ADJUSTED H2O Elev. None " \ \ \ /. Vent VC v�?�;`\ `r} \ D-Box `\ `�\ i '� \\` -96 '• ALL OUTLET PIPES"M TNQ _ DISTRIBUTION BOX�,�BE LEGEND SET LEVEL FOR AT LEAST Z Fr. 17' CONCRETE GOYM - \�4'..•.•t ``\` I 1 '/ _G,QP� '' ,�� �\ R• ! 3- 5'OUTLET v •�'. .►.►, KN°GNOUTs DENOTES PROPOSED �, .. 8X0 0 OSED \\ 50' \`\` \` -� \\` e - a5• + it INLET SPOT GRADE 6• DENOTES EXISTING X 104.46 SPOT GRADE TEST HOLk #2 �`� EXISTING �'' \`� 1°6• 4' - SCW. 40 Te t. ELEV.= 98`.'po GARAGE PLAN SECTION CROSS-SECTION PL PROPERTY LINE PROJECT BENCH MARK ; \�\� =3 HOLE DISTRIBUTION BOX - H-20 LOADING TOP OF STAIRWELL I DECK \` \� NOT To SCALE 97�- PROPOSED CONTOUR ELEV. = 100.00 (Assumed) I 97-- - ---97 EXISTING CONTOUR 0% •p i EXISTINGDEEP TEST 3 BEDROOM `\\\ \\ Design Calculation s PERCOLATION OTES&LOCATION \ SOUSE \\ \\ Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 Gal./Day Min. per Title V) / #49 \ Garbage Grinder: No Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) FENCE j Septic Tank : - 2 x 330 Gal./Oay = 660 USE NEW 1,500 GAL. Septic Tank. p \`\ i CO O i SOIL ABSORPTION AREA: Using percolation rate of <2-min./inch -�- PRIVATE DRINKING WATER WELL \ j O I Bottom Area: 0.74 gal/sq. ft. x 300sq. ft. = 222.00 gallons \' b' Sidewall Area: 0.74 gal./sq. ft. x 148 sq. ft. - 109.50 gallons REVISIONS NEW "---,Failed I�• ` f 'l ff j Providing: - 331.50 gallons 1500 gal. Cesspo�l y i y Use: (2) PRECAST 500-C. UNITS, HAVING A 2' EFFECTIVE DEPTH, LOT #6 Septic Tank i � /-�� TO BE USED WITH 3.5' OF WASHED STONE ON THE SIDES AND NO. DATE: DEFINITION 4 OF WASHED STONE ON THE ENDS. #1 12/20/06 5' Cover over SAS O~�Failed /i Cesspool, Ca 5 L ' PROPOSED PREPARED FOR . / - SUBSURFACE SEWAGE DISPOSAL SYSTEM OF - �P�� DAVID C. PINA #49 WINDMILL LANE ���'�` 11 WINDMILL LANE COTUIT, MA 3 BR HOUSE FLOOR SCHEMATIC �• `p�� PREPARED BY: (Description Provided By Owner) COTUIT, MA 02635 H of r , �� A Y Kitchen � � E. ���� L�'NT�IRONMENTAL SERVICES, INC. m Bedroom No. 1 8 Dining/ m° 185 ASHUMET ROAD GARAGE 6�. ��s E� � MASHPEE, MA 02649 R-E 0 20 40 50 ' ;.; Living Room � Bedroom TEL/FAX : 508-539-7966 m SCALE: 1 "=20' DRAWN BY: CES DATE: DECEMBER 13, 200 PROJECT#SD-1000 FILENAME: SD1000PP.DWG SHEET 1 OF 1