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HomeMy WebLinkAbout0028 TODD WAY - Health 28 Todd WayT Cotuit A=037 005 001 T No. 2 Q 6S Fee ��b THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIppYication for �h5po al ,,'-sp5tem Construction Permit WrAp ,ca, a Permit to Construct O Repair O Upgrade ) Abandon O ❑ stem Complete Sy stem y ❑Individual Components Location Address or L t No. 3-7 6 p Lb ner's Name,Address,and Tel.No. 'li T ot yvr�l� i.(✓�T Z Assessor's Map/parcel 0--39 0 J W 2� i)I) ,,J/1 Y Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. a.13�k 7� 3 Sa it YLdrKotSs / Type of Building: Dwelling No.of Bedrooms 7-- Lot SizeSbb_ sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Z Showers(") Cafeteria( ) Other Fixtures Design Flow(min.required) 1210 / 3 3 t) gpd Design flow provided 3 3 ( - gS O gpd Plan Date �'L 4 2 0 0 Number of sheets Revision Date n I✓i" — t Title 1 o D w Size of Septic Tank ( ��� !�w( Type of S.A.S. 2W T✓e-LL,. Description of Soil Nature of Repairs or Alterations(Answer when applicable) /fCly _ ,ter 0,�) /-7t, 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 Date Application Approved by o ,r,� Pal. Date _1 �'-G�� _ Application Disapproved by: Date for the following reasons Permit No. '3-�U Y Date Issued f No. _ Fee THE COMMONWEALTH�OF MASSACHUSETTS Entered in computer. Yes V - PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS w ..�� r0 X,6 ; Rpprication for Mtgpont 6p.5tem Con.5truction Permit 1NApi5Pica4on-f. r a Permit to Construct O Repair O Upgrade Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No. 3-7 G p S' �Qn rer's Name,Address,and Tel.No. 3 �6D ® T�> atj Assessor's Map/1'arcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. d e4_,j i dA_ F �n r P r�i,S e S C L`�I �/(,L� 13 3 fv ¢ L. Type of Building: Dwelling No.of Bedrooms Lot Size 3 50U sq.ft. Garbage Grinder ( ) Other Type of Building r ; f u ,( No.of Persons Z Showers(✓) Cafeteria( ) la;Other Fixtures Design Flow(min.required) 2 20. / 3 3 V gpd Design flow provided 3 3 1 x U gpd Plan Date I'L j 'r�-L o Number of sheets Revision Date Yl ✓� Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ,�� /fTC��/oq l�p 02{I A•Y y ,l� /?t, r�..c✓ct+)� Z, Ck 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 ° ` Application Approved by Pk.Q Date /Z U 1-065' Application Disapproved by: Date for the following reasons \ Permit No. 2-00 5 6 3 1 Date Issued / Flo o ^y- -—————————————————————————————————————————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded-(-A) Abandoned( )by C tt 0,. ,cl e C-�1q . )es LL C- at 2y, 'f 1f, Cc,�-,, 1 Lot' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 9-60 5 6 3 l-, dated AS) c ,/5 Installer . G -1 Designer � � S R-•, #bedrooms Approved design flow gpd The issuance of this permit)shall not be construed as a guarantee that the system wig 11`fu ctio resigned. , 4 Date v-I Inspec�.. —————— No. �G65 _ b�tO Fe 00i r� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Migko.5ar 6p.5tem Congtructiou Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (-X) Abandon ( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date /2 0/D S Approved by \ o< O � a 3$tO 4 v PGA-F'� `� V� o � ;B•'a � -C � P �,yd 1_po FE 4 \ G. BApN.TABLE PLANNING BWIi IrO:APFROVAl. LA'. NOV 21 B66 C'H +MI7w✓ vi C. ` '•TNF Una FiF.vFo B9 a 1J•E M­of B.avwerwseF va,wv....n:Bwro ' 0� / NCFFBr Clwtr/r > >M!A/wgbrwl Os.7'rti PwN H+Nos BsFr ' 2 / - • Data DEC 19 196G Fo.v..n.Osoraw.ecsG.rarq i >wPi,...cra..cFn' 1 •, ` 1.HOWARD W.SEARS.Clah of the T.—of _ OF~P j/ U.v9-``� d IF ph,h, Tin. that lt.-- .1 11 f r.Haar, DAmr.' A a j UG 9 i9 n c>i: C�A-3 t .�� Of NOTE THE oA—..or-ODD`NAY 1S WAIVED UNTIL SUGN Ttr+r AS THE TOMN Is RGQV65TED TO $USDIVISION PLAN OF LAND Oj YAKS rr OAR E WHICHTRD THS WAY SHALL SE CONSTItUGT ED INACCo4oA NCE WITH THE IQN ��']] SUDIVISION RULES ANDRE6ULATIONS, COTUtT [3ARN3TAIJLE MAaa. Fo R Y- WILLIAM TODD ET UX 7 N0T6:TNI5 PLANTS COMPILED FROM gVAi1LgBLE INFORMATION AS SHOWN ON PLAN OF LAND DM1AWN&V BELONGING TO HELEN YI.RENNIC RECORDED )M•Ylfi. SCAlR:1tN•7O nor '� "4z S p. BOOK SI PAGE 5.BARN9TASLE COUNTY Co—K=C W `!s LI. OATt;Oar.14/9G4 1 REGISTRY OC DEEDS. NHwr CMARLES N. 9AV ERY CO. i, �P� JLOGISTeRGD y 4.o sua+Ug v E N SS HYAN CA ecor> J No GGP17 I ' 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems.Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, w.Q hereby certify that the engineered plan signed by me dated 05 concerning the property located at Z -70&&k-q,-N - — Lo v --'L- meets all of the following criteria: 28 • This failed system is connected to a residential dwelling only. There.are.no commercial or business.uses.associated with the.dwelling. • The.soil is classified as.CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or.may conduct deep test holes and percolation tests.at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The.bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information) 5-S- 00 B) G.W.Elevation I ©. +adjustment for high G.W. _a DIFFERENCE BETWEEN A and B f o SIGNED : DATE: NOTICE Based upon the above information;a repair permit will be issued for bedrooms maximum.. No additional bedrooms are authorized in the future without engineered septic system plans. �6--rr\Q- C gASeptic\percexemp.doc Iz 2 iV,O \\ .t v ,. A �-..�.- i �� 1 Town of Barnstable ,F °pIME r Regulatory Services ti Thomas F. Geiler, Director BrtseaB _ Public Health Division A'EDN1A�A Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Designer: Shav Environmental Services, Inc. Installer: Address: P.O. Box 627 Address: East Falmouth, MA 02536 � ,r On 01 )—Z6 0` CA-V,W 0G � + \1. was issued a permit to install a ( ate) (installer) septic stem at 2 c5 7b �-' P Y �`���►T _ based on a design drawn by (address) L csr � Shay Environmental Services, Inc. dated ;}��j (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. 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. (H OF 4" S CARMEN N nstaller'sSignature) E. SHAY N No. 1181 f cisTF_ 2��W hf\1 2 SgN17AW (Designer's Signature) (Affix De i tamp 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. oC d 67— b 3 5 r Fee do o, &0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYication for Tigpozal �&pgtem Conztructton Verna Application for a Permit to Construct( ) Repair( ) Upgrad Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 2 Toll D W A ,/ Owner's Name,Address,and Tel.No. Y�U��i,1 A-le N—.a- Kies,r z Assessor's Map/Parcel 3? O�� ` Zk Tu D;�p L.j•4 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Ca IAJ;d..o_ CnfiefPf�ses c < < C',q..K�dc S l,.aY P-) 3a,c F. I- _t>- rc ?G 3 C- -v,;,vc S6Y42s /.a 5-o7 - 5-51 — 74'6 Type of Building: Dwelling No.of Bedrooms Lot Size 10, 9 t O sq.ft. Garbage Grinder ( ) Other Type of Building 5 1!�C) Ag-vr � No.of Persons Z- Showers(✓) Cafeteria( ) Other Fixtures Design Flow(min.requilred) ZZv 3 3 o gpd Design flow provided 33 ( gpd Plan Date t 2 tq 20 0 Number of sheets 7-1 Revision Date Title , w Size of Septic Tank o Type of S.A.S. ��r(oa,.<< .�iv��• r✓�+w l� Description of Soil Nature of Repairs or Alterations(Answer when applicable) ,� (te�✓� r U.•��. - 11 0c v35 P)a,,,a 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 1 Date / 2 0 7U Zoo j Application Approved by Peh, V Date 25 Application Disapproved by: Date for the following reasons Permit No. fC Date Issued No. s Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ` varication for �igpozal 6p5tem Congtruction Permit • Application for a Permit to'Construct O Repair(e, ) UpgradeX Abandon O ❑Complete System Individual Components Location Address or Lot No. 2 F5 T p 7 W Y Owner's Name,Address,and Tel.No. �t� 4t I N� �''` Me N`r. K/ems,r z Asse"ssor's Map/Parcel 3"� U U 5� \ 11 1 2e T >> ,.a y Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. [C enVerPC;S x 7G 3 C�� �t. l l SoY�/Z T'A L� �'�."�e vi S�'�� 1-c 2 J S"3`it-,7`r'6 Type of Building: . Dwelling No.of Bedrooms a-- Lot Size 2 U, U 1 0 sq.ft. Garbage Grinder ( ) Other Type of Building �� ��) GA .y ., No.of Persons Z Showers(✓) Cafeteria( ) ,Le- Other•Fixtures Design Flow(min.required) 2-Z° 3 'S y gpd Design flow provided 3 3 ( gpd Plan Date I)- %C, 1 2.0 0 Number of sheets''. Revision Date f- !� Title a r 1_> > w,n I Size of Septic Tank 15 0, Type of S.A.S. -� r ram-{-n rt Description of Soil Nature of Repairs or Alterations(Answer when applicable) oA:l- n o 1VNLte w� Date last inspected: Agreement: �I{ 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 1 Date 2 1U 2- o Application Approved by , t2 h Date 2 C, Application Disapproved by: x+ ^ Date for the following reasons Permit No. j'� � 5 �'' 3 Date Issued '� 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 C in 6u 1=vl L C- at Z g i o 7 �.,,�. C'y r .� L o r V 1 has been constructed in accordance 1 with the provisions'of Title 5 and the for Disposal System Construction Permit No. _ © �J S dated Installer G-A�x rn r s c, C l_c Designer �✓#+✓ke�h 5 r',w V #bedrooms 2 Approved design flow -2 2,.I_.� C=�C5Z5 gpd The issuance of this petrttit shal not be construed as a guarantee that the system will fu �Gasdesigned. Date �� Inspector ——— —————————— --- ------------------------ No. Fee /v 0, D'tj 16` b oo s-G3S THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS, �igoal 6p!5tem Congtruction 3permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade Abandon ( ) System located at 2 A i o>> WA'( er, F t 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 must be completed within three years of the date of this ermit. Date IA A0 $'� Approved by_. � , 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems. Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM c� I, (" -4:-t y ,heieby certify that the engineered plan signed by me dated 1 - concerning the property located at �l x�ck G ksi meets. all of the following criteria:. � � ' i • This failed system is.connected to a residential dwelling only.-There.are.no.commercial or business.uses.associated with the.dwelling. • The.soil is.classified as.CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or.may conduct deep test holes and percolation tests.at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will-be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information) L B) G.W. Elevation 0 +adjustment for high G.W. 7 a' _ DIFFERENCE B TWEEN A and B i 60) SIGNED : DATE: NOTICE Based upon the above information-,a repair permit will be issued for bedrooms maximum.. No additional bedrooms.are authorized in the future without engineered septic system plans. q4S ep' �P emp.doc he ercex ,a Town of Barnstable °Ft"e Regulatory Services _ Thomas F. Geiler,Director � '� �0� Public Health Division A'FDN"'�A Thomas McKean, Director -200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: v Z:5 Designer: ShM Environmental Services,Inc. Installer: Address: P.O. Box 627 Address: 450-+ East Falmouth, MA 02536 On ' p5 CQP_Wici +g LUC was issued a permit to install a (date)) (installer) septic system at ad 1 co-ro rr based on a design drawn by (add s) 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 ar>d/or 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. �-qR of MAss CAREMEN (Installers Signature) 0 SHAY N No. '1181 SgNlTAR\Pa (Designer's Signature) (Af x De i tamp 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 toe , ., TOWN OF BARNSTABLE LOCATION '.2 ,CA4 (AeA 3S1' SEWAGE # �C4 VILLAGES ie / ASSESSOR'S MAP & LOT 3� INSTALLER'S NAME&PHONE NO. ill/ SEPTIC TANK CAPACITY 15-06) LEACHING FACILITY: (type) .� l Xf Zi !`-lee 'ze) %D Y 3S-- NO.OF BEDROOMS BUILDER OR OWNER m� � A 2 1ruS: PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility y0 Feet Private Water Supply Well and Leaching Facility (If any wells exist /V0 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 � � � � � �� � � `� � -F � v-3 _' II 6-' '' � � FW � ��< �. �:: 6` / a e-. TOWN OF BARNSTABLE LOCATION an� T6 � SEWAGE # rb�S Vr.LLAGE C�6 J-6(,C ASSESSOR'S MAP & LOT. -57 /a INSTALLER'S NAME&PHONE NO. C442-C-AJ-" €I� V SEPTIC TANK CAPACITY /5 U0 LEACHING FACILITY: (type)( �� §1 5 `���� (sine) NO.OF BEDROOMS BUILDER OR OWNER �� 6�e�1 d•'l'7,�.5� PERMITDATE: OMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility' �Yy Feet- Private Water Supply Well and Leaching Facility (If any wells exist y 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 ,® Oj (TJGj D o cn �y C/I c r W � f►'F11TJd.Xl; `""- .,••-,_._. ,'>pM',em�ie J 3-24' DIAM. ACCESS MANHOLES y 6". ` •- h y*,,r .yam►+ •.�4�• �•�, •�-.,t• �� , €4 ` Q r•, �. *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. 10' min. from-- SECTION A -A ',fi'' f t ' INLET •: 5 �aecnam Yy „ .�+�,Tortl�Y Existing Foundation house to septic tank PROFILE VIEW OF ADDITION TO LEACHING SYSTEM INLET / ` D-BOX cover must be TOP of FOUNDATION = ELEV. 100.00 (Assumed) Septic tank coven must be within 6 in. of finished grade J �! THE ACCESS COVERS FOR THE SEPTIC TANK, t •e A" within 8 In. of finished grade DISTRIBUTION BOX AND LEACHING COMPONENT Grade over Septic Tank - 99.00 Grade over D-Box - 92.00 de over SAS - 99.00 3" of 1/8' - 1/2" Washed Peostone `' SHALL BE RAISED TO WITHIN 6" OF "/ \ .7r 3/4" to 1 1/2 Washed Cr"DE\ ra.z; -r,��+�.-r ,'• mjp A\ " FINISHED GRADE. S 4` 4" PVC(CAPPED)INSPECTION STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITS GAS BAFFLES OR EOUALS S - 0.021. 3 HOLE H-10ON ALL OUTLET TEE ENDS PROJECT BENCH MARK �, 25• NEW Greoter IST. Box 3' Maximum Cover Top OF System- Elev. -95.50t65000A , INSTALLED AND TO BE NATHIN s`o.o1 or PLAN VIEW I TOP OF FOUNDATION EXIST. PIPE n ^ 1,500 GAL. 0 25. S= 0.01"Per fact D" Effective Depth /-3-24' REMOVABLE COVERS e2aoaRind/firyyfyd C-re- OR, nL41Jrea ram. ELEV. = 100.00 (Assumed) FROM EXIST, FOUNDATION (6 SEPTIC TANK u7 , , , • / I H-10 N 5 Units e 6.25' Q LID 3G' " ` ' ` ''�' '' '=' `• GENERAL NOTES CONCRETE FULL FOUNDATIO d II tp rn 0.83' (10 inches) I 3• min. dsoranee ! ��.I. v _N d A $ ^ 3'Ij�- 3' INLET e'min��2' min. Inlet to outlet e'mM. . f�- SYSTEM PROFILE d 6 In.of a/4"-1 1/2" 0 11 u ( 31,25' �+ -tr min °d eY,l,.. h a'nET ;: -}�- 1. Contractor is responsible for Digsafe notification i compacted .tone 5 m �• IJ and protection of all underground utilities and pipes. Not to Scale - C c 11 1-3 t ,' a 2. The se tic tank on distri ution box shall be set i i 3.5' 3.5' 11 Effective Length p " "c �€ 4'-0"min. level on 6 of 3/4 -1 1 2 stone. j.9 ° > ow sen. ;• Lt uid depth u „ SOIL ABSORPTION SYSTEM (SAS) , b 3. Backfill should be clean sand or gravel with no 6 In.of 3/4"-1 1/2" 0 t0' ws •' stones over 3" in size. ' composted stone < EFFective Width INFILTATR❑R HIGH CAPACITY (H-20 L❑ADING)/ GE❑RGE ❑'BRIEN �6 NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE O o 4. - Ion ". f., ,r *„ r is system is subject to inspection during installation oOD (OR EQUIVALENT) Not to Scale '`'' 10-D• 5' _8. by Carmen E. Shay Environmental Services, Inc. I? Bottom of Test Hole I Oev.-88.00 5. The contractor shall install this system in accordance EXISTING Groundwater Observed -..NONE OBSERVED- NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10" CROSS SECTION END-SECTION with Title V of the Massachusetts state code, the approved plan 2 BEDROOM and Local Regulations. HOUSE TYPICAL (,H- 10 LOADING) 1500 GALLON SEPTIC TANK 6. If, during installation the contractor encounters any soil conditions or site conditions that are different ,S Failed from those shown on the soil log or in our design Cesspool installation must halt & immediate notification be #38 (Approx. made to Carmen E. Shay - Environmental Services, Inc, ♦\ EXISTIN 7. No vehicle or heavy machinery shall drive over the \� GARAGE PERCOLATION TEST septic system unless noted as H-20 septic components. 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. �� ♦o�' �� `\ 3' 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. `♦ �� ♦ Date of Percolation Test: DECEMBER 1S, 2005 ; ��\ ,� `♦ ♦, Test Performed By. CARMEN E. SHAY, R.S., C.S.E. 10. All solid piping, tees & fittings shall be 4" diameter ♦\ �� `\ `\ f Results Witnessed By. WAIVER (per Barnstable B.O.H,) Schedule 40 NSF PVC pipes with water tight joints. Q �\ ,� `\ ♦��\ EXCAVATOR: CAPEWIDE ENTERPRISES, LL C. 11. MUNICIPAL WATER IS AVAILABLE TO THE SITE and Surrounding ♦,O `♦ i� ♦\ \ Q NEW 1500 GAL. O Percolation Rate: 2 MPI ® 36 \\ '\ �♦ i� ` \� SEPTIC TANK iA Properties. ♦�♦\ ° Ir % ���\ ,� �}�) Via, �/ Test Hole Test Hole \`\ A'p/L ��'� DIRT ��' 0, / No. 1 No. 2 rfr `\ '9T �i DRIVEWAY DEPTH SOILS ELEV. DEPTH SOILS ELEV. �E THE PROPERTY LINES ARE APPROXIMATE AND �� ♦\ 0 99.00 0 99.00 COMPILED FROM THE PLAN BY CHARLES SAVARY OF HYANNIS, MA sF�� ,�' D-Bo Sandy Loam Sandy Loam ENTITLED "SUBDIVISION PLAN OF LAND OF WILLIAM TODD •9� �i ♦ F` �\ I 10 YR 3/2 10 YR 3/2 IN COTUIT, MA" DATED OCT. 4, 1966, BOOK 213 PAGE 151 �J, �� \♦\ ��J �, y :�; I �� 0•_9^ o/A/E 98.25 0"-12" O/A/E 98.00 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN r 1 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN O `♦` ��/ ;� ,. • r'':fa I o�2 Loomy Loamy THE SEPTIC SYSTEM INSTALLATION. ♦ \ 1 35 1 A \ /� • ,o. I 1 10 YR 5/6 10 YR 5/6 •� \ i ,, 9"- 36" Be 96.00 12"- 30' 8, 96.50 ` /�' ''t� • '1''I 1 �� Med-Coarse Mad-Coarse NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE Sand Sand FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED TEST HOLE 1 ''r• y{s', I OF AS PER BOARD OF HEALTH SPECIFICATIONS. # :t••, , I 2.5 Y 8/4 2.5 Y 8/4 ELEV.= 99.00 �1. 30 - 132 C, 89.00 EXISTING CESSPOOLS TO BE PUMPED DRY & REMOVED TO FACILITATE INSTALLATION OF NEW SEPTIC TANK ASSESSORS MAP - 37 PARCEL - 005 1� TEST HOLE #2 �� ZONING - RESIDENTIAL ELEV.= 99.00 ; • •�',� � FLOOD ZONE C Pere #1 e_•¢- j Depth Peh to Per to 54" c Rate= 2 MPI I THERE ARE NO WETLANDS LOCATED WITHIN A 200' RADIUS OBSERVED H2O Elev. = None Observed OF THE PROPERTY 1 ALL OUTLET I I t t MOM DISTRIBUTION BOX SHALL BE CONCRETE COVER LEG EN D . + SET LEVEL FOR AT LEAST 2E 12" FT. 1 + LOT #213 t+ 85,500 Square Feet +/- : // {i KNOCKOUTS h •. 2 `� 88X0 DENOTES PROPOSED + -15.5' OUTLET -� 12. INLET SPOT GRADE DEN\, . a• a • ES + �,a5•++ - SPOT GRADE + x 104.46 4" SCH. 40 Te ,,75• +t PLAN SECTION CROSS-SECTION �c> + PL PROPERTY LINE *P0��, 3 HOLE DISTRIBUTION BOX - H-10 LOADING PROPOSED CONTOUR NOT TO SCALE 97- - -- - -97 EXISTING CONTOUR Design Calculations DEEP TEST HOLE & PERCOLATION TEST LOCATION t�pW �? Number of Bedrooms: 2 Equivalent to 220 Gal./Day (330 Gal./Day Min. per Title V) FENCE 0p, Garbage Grinder: No / Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) Septic Tank : - 2 x 330 Gal./Day = 660 USE NEW 1500 GAL. Septic Tank. PRIVATE DRINKING WATER WELL SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Bottom Area: 0.74 gal/sq. ft. x 370 sq. ft = 273.8 gallons REVISIONS Q Sidewall Area: 0.74 gal./sq. ft. x 78 sq. ft. = 58 gallons Providing: = 331.80 gallons i NO. DATE: DEFINITION + Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE ON THE ENDS. NO STONE UNDER. / PROPOSED \\\ PREPARED FOR * '��'' \\\ o -- 94 �' SUBSURFACE SEWAGE DISPOSAL SYSTEM METTE KRENZ TRUST LOT #2 �'It #28 TODD WAY (A.K.A. #38 TODD WAY) 114 ROWATON WOODS DRIVE COTU IT, MA 0 20 40 50 1 + ) +t PREPARED BY: NORWALK , CT, 06854 \SHOE s A � CARHEY E. SHAY ENVIRONMENTAL SERVICES, INC P.O. BOX 627 �GfSTER EAST FALMOUTH, MA 02536 I � � SgN1TAR+PN 1� O TEL/FAX : 508-539-7966 co w SCALE: 1 "=20' DRAWN BY: CES ATE: DECEMBER 19, 2005 PROJECT#SD-845 FILENAME: SD845PP.DWG SHEET 1 OF 1 3-24• DIAM. ACCESS MANHOLES o_ 8pe;�r 1 L i '•'-• n: d3rra .•y ,e.a J.L!.bast', •}:�.• Wit•".�:�.r. °' 1"rY ••""a°,^'.a. - ` :� *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. SECTION A -A 1 c„ 10' min. from INLET s reeanem wy , PROFILE a #Y'!II►s1r�M►�l) x Existing Foundation house to septic tank E VIEW • ` TOP OF FOUNDATION = ELEV. 100.00 (Assumed) Septic tank covers must be o Box saver must be OF ADDITION TO LEACHING SYSTEM INS `/ `/ `/ our p wlthin 6 In. of finished grade wlthin 6 In. of finished grade •;I hT THE ACCESS COVERS FOR THE SEPTIC TANK, yi3 ParA y Grad*over Septic Tank-9fl.00 Grade over D-Box- 99.00 de over SAS - 99.00 3" of 1/8• - 1/2" Washed Peaeton 9 �, DISTRIBUTION BOX AND LEACHING COMPONENT ,� SHALL BE RAISED TO WITHIN 6" OF �. f \4C ' to 1 1/2 Washed Crushed Stone L� / n 'ill;:srT ,"'T,• ' ♦ f •;«:Tj i-'Tw.--r.+'r. �, r FINISHED GRADE. 0.02 3 HOLE H-10 PVC(CAPPED)INSPEC71ON PORT TO BE STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALSIST. BOX 3' Moxtmum Cover TALLED AND TO BE WITHIN 6.OF ORADE,s NEW S-0,01 or Greater r PLAN VIE Top OF S tam- Elev. -95.5 ON ALL OUTLET TEE ENDS jEXIST, PIPE o 1,500 GAL. FROM EXIST. FOUNDATION Ln 75' S- 0.01' 3-24• REMOVABLE COVERS eOaR , L rn SEPTIC TANK n Per rant I c!.otiRan ,++cnlaly a comgan ,mpg,ry urea `> n 0' Effective Depth CONCRETE FULL FOUNDATION y II H-10 N ,p 0.83' (10 inches) 5 Units e 6.25' s 30• "little :'. .: , a ,-4."' Y:• 4' r.•,.� ml a.oronce GENERAL NOTES d II o 3' 3' % IJ' aLeT'Y SYSTEM PROFILE 6 In.of 3/4"-1 1/2• v o (6 INLET s_• min Lmfn. filet to oatlet s•min. " d pT compacted stone > 0 31.25 -I}LIIF- r 1. Contractor is responsible for Digsafe notification OUTLET Not to Scale a c 0) rn 37,25' 10•min.T�( ql f ufd7evel "r ►. < > B II s _r >r _ I _ 5. _T. and protection of all underground utilities and pipes. c ,�, 3.5' I�3, 3.5' Effective Length £ 2. The septic tank ar!J distri L{tion box shall be set u ���"""111 SOIL ABS❑RPTI❑N SYSTEM (SAS) :` j a. "• 4'-0•m'"' level on 6 of 3/4 -1 1p2 stone. 6 in.of 3/4•-1 1/2• p 10 y b LLIquld depthcompacted stone < Effective vldth ;; 3. Backfill should be clean sand or gravel with no NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN B" BELOW GRADE O c INFILTATR❑R HIGH CAPACITY CH-20 LOADING)/ GE❑RGE ❑'BRIEN stones over 3" in size. o m (OR EQUIVALENT) Not to Scale •�•�.�••�. ;"; ,f.. •. •' »; ; •{ y 4. This system is subject to inspection during installation w Bottom of Test Hole 1 Elev.-58.00 101_0 5'_6•" 5 accordance The contractor shall install this system in by Carmen E. Shay - Environmental Services Inc. Groundwater Observed=_ NONE OBSERVED NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10 . pep - w - CROSS SECTION END-SECTION 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 soil conditions or site conditions that are different from those shown on the soil log or in our design installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inca 7. No vehicle or heavy machinery shall drive over the -PERCOLATION TESTseptic system unless noted as H-20 septic components. 8. Install Tuf-rite gas baffles or equals on all outlet tee ends, Date of Percolation Test: DECEMBER 19, 2005 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Test Performed By. CARMEN E. SHAY, R.S., C.S.E. 10. All solid piping, tees & fittings shall be 4" diameter Results Witnessed By. WAIVER (per Barnstable B.O.H.) Schedule 40 NSF PVC pipes with water tight joints. EXCAVATOR: CAPEWIDE ENTERPRISES, I.I.C. P 11. MUNICIPAL WATER IS AVAILABLE TO THE SITE and Surrounding Percolation Rate: 2 MPI ® 36" g Properties. Test Hole Test Hole No. 1 No. 2 DEPTH SOILS ELEV. DEPTH SOILS ELEV. NOTE: 0 99.00 0 99.00 THE PROPERTY LINES ARE APPROXIMATE AND Sandy Loam Sandy Loam COMPILED FROM THE PLAN BY CHARLES SAVARY OF HYANNIS, MA "SUBDIVISION SUBDIVISION PLAN OF LAND OF WILUAM TODD 10 YR 3/2 10 YR 3/2 IN COTUIT, MA" DATED OCT. 4, 1966, BOOK 213 PAGE 151 0"-9" A, 98.25 0"-6. A• 98.501 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN IT SHOULD BE USED FOR NO PURPOSE OTHER THAN Sandy Sandy THE SEPTIC SYSTEM INSTALLATION. Loam Loom 10 YR 5/6 10 YR 5/6 9"- 36" B, 96.00 6"- 30" B, 96.50 Mod-Coarse Mod-Coarse NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE Sand Sand FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED 2.5 Y e/4 7.5 Y e/4 OF AS PER BOARD OF HEALTH SPECIFICATIONS. N/F JOHN P. ACKERS & ELLEN M. ACKERS 36"- 132 G, aa.00 30"- 132 C, EXISTING CESSPOOLS TO BE PUMPED DRY & REMOVED TO FACILITATE INSTALLATION OF NEW SEPTIC TANK o� I ASSESSORS MAP 37 PARCEL - 005 ZONING - RESIDENTIAL 240.00' I Perc #1 FLOOD ZONE' C • I Depth to Perc: 36" to 54" " (• -� I Perc Rate= 2 MPI co 00 I 24' 97.25' I OBSERVED H2O Elev. = None Observett THERE ARE NO WETLANDS LOCATED WiTN1N A 200' RADIUS y EXISTING #28 i OF THE PROPERTY 2 BEDROOM D-Box i,•4a.Uy.a,2'�;a i jG �':;t� ;IN , N/F HELEN M. RENNIE HOUSE �. y, . , . ,�`�1 ' ,,'J rcw\ 1 �i�" ' ,+. .Pr Ski ALL OUTLET PIPES FROM THE LEGEND DISTRIBUTION BOX SHALL BE TEST HOLE #1 �' � SET LEVEL FOR AT LEAST 2 FT. t2' CONCRETE COVER gELEV.= 99.00 /'' LOT #> LOT #2 .,.. 3- 5.OUTLET v .,�. .�... 2 _ KNOf�ttg"'� DENOTES PROPOSED PROJECT BENCH MARK .. - J 20,010 Square Feet t/ _ {_ s5" 88X0 TOP OF FOUNDATION i' 0\,O O, _ --''- Oun 12• INLET SPOT GRADE ELEV. = 100.00 (Assumed) L-}_-� _ ;; 6• DENOTES EXISTING NEW 1500 GAL. Y155• " '' 2 X 104.46 __ - SEPTIC TANK _ L- _- 4• - SCH. 4O Te 1.7s• SPOT GRADE PLAN SECTION CROSS-SECTION PL TEST HOLE #2 PROPERTY LINE --- =__--- 99 N ��-�\ Failed ELEV.= 99.00 3 HOLE DISTRIBUTION BOX - H-10 LOADING PROPOSED CONTOUR I Cesspool NOT TO SCALE _ (Approx.) I 97- - - -- -97 EXISTING CONTOUR ,___------ 193.96 98--- ------. PL 55.32' PL ``--'� Design Calculations ® DEEP TEST HOLE & PERCOLATION TEST LOCATION T®DD f"�"�r A Number of Bedrooms: 2 Equivalent to 220 Gal./Day (330 Gal./Day Min. per Title V) FENCE Garbage Grinder: No (20 FOOT RIGHT OF WAY) Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) Septic Tank : - 2 x 330 Gal./Day - 660 USE NEW 1500 GAL. Septic Tank. PRIVATE DRINKING WATER WELL SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch N/F CHARLES H. WRIGHT NIF EVERET B. JACKSON ET UX Bottom Area: 0.74 gal/sq. ft. x 370 sq. ft. 273.8 gallons REVISIONS Sidewoll Area: 0.74 gal./sq. ft. x 78 sq. ft. = 58 gallons Providing: = 331.80 gallons NO. DATE: DEFINITION Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE ON THE ENDS, NO STONE UNDER. NOTE: SEWER LINE TO BE SLEEVED WITH 6" SCH. 40 PVC WITHIN 10 FEET OF EITHER SIDE OF THE MUNICIPAL WATER LINE. P R EPAR ED t FO Ro PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM OF METTE KRENZ TRUST 28 TODD WAY # I 114 ROWATON WOODS DRIVE coTUIT, MA j PREPARED BY: t NORWALK, CT, 06854 s �ARME. E. SffA Y O a Nm� ENVIRONMENTAL SERVICES, INC. N P.O. BOX 627 EAST FALMOUTH, MA 02536 ANI TAR�� TEL/FAX : 508-539-7966 SCALE: 1 "=20' DRAWN BY: CES ATE: DECEMBER 19, 2005 PROJECT#SD-845 FILENAME: SD845PP.DWG SHEET 1 OF 1