Loading...
HomeMy WebLinkAbout0017 BIRCH STREET - Health 17 Birch St 309-104 Hyannis G i i i I- i TOWN OF BARNSTABLE LOCATION _l L��>u'� SEWAGE AM VILLAGE . gSO�ASSESSOR'S MAP & LOT 30 / INSTALLER'S NAME&PHONE NO. 4;t2y f SEPTIC TANK CAPACITY 12r�17 !S141 f LEACHING FACILITY: (type) Flo&- [7,���'vsF�GS (size) NO.OF BEDROOMS 3 BUILDER OR OWNER f2AA C,-1 PERMITDATE: Z r6 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 300 feet of leaching facility) Feet Furnished by c yam. TOWN OF BARNSTABLE `:LOCATION SEWAGE # AW . VILLAGE �sht�,st �.� ASSESSOR'S MAP & LOT 30 INSTALLER'S NAME&PHONE NO. ,SEPTIC TANK CAPACITY LEACHING FACILITY: (type) rZa-,- 4?--Ais6-CS (size) NO:OF BEDROOMS -3 r BUILDER OR OWNER `.PERMITDATE: -9� 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(1f any wetlands exist �` within 300 feet of leaching facility). Feet Fiirnished by __-- \. --- �� �, !� i' � a �, - � 1 � ���5,9-i.� n 7' ��, \ T'�"'� 3 . /, ��_ , : "� � y� :; ,, a-l���- TOWN OF BARNSTABLE LOCATION ►sJ JZC hJ S"f igt —' SEWAGE# VILLAGE H Y4pJ Ad 15 ASSESSOR'S MAP&PARCEL Q INSTALLER'S NAME&PHONE NO.OAPE4JI06 SEPTIC TANK CAPACITY l 7 0t) C-A e C)tU LEACHING FACILITY:(type)(a).5'0.6 Q4,L' CftA1'yD625 (size) NO.OF BEDROOMS. OWNER DAxiteL PERMIT DATE: `7 - 3 2-o L 7 COMPLIANCE DATE: - ®17 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility IV 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 p€ewe h �i� ElZt7�s LAP W ` r " No. 7.1 09 Fee V f THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpplication for Migo!gaY *pgtem Cow5truction J)er 't Application for a Permit to Construct( ) Repair(� tU/ grade( ) Abandon( ) ❑ Complete System Individual Components Location Address or Lot No. d-i �i�Q 5T f4 Owner's Name,Address,and Tel.No. 3'0 9—31(e' .f79 pOW1L(,� P%AP-f �4L.wtAS 9Assessor's Map/Parcel 3® / �1�L C� MARSO Ab, 0UYJ JU(S Installer's Name,Address,and Tel.No. '509-q77-,98_7_7 Designer's Name,Address and Tel.No. j®g`g77J S3!3 Covmu.,aoS� etjT6aP0tS6$ LN6i011✓�P& WORKS =&X_w ,, 153 G v c e l S z rvt A4 i 65 IX W.C;_jSS r76_tij RA f-ctE,s`rDA<_C Type of Building: Dwelling No.of Bedrooms Lot Size ,OOa sq. ft. Garbage Grinder ( ) Other Type of Building RCS`p7Tl No.of Persons Showers( ) Cafeteria( ) Other Fixtures � Design Flow(min.required) 3 30 gpd Design flow provided 3 44 gpd Plan Date &­R® — (7 Number of sheets Revision Date Title (-IBwl 6_r(gelffT �+NAVNI,5' Size of Septic Tank , Soo Go+c t_o ✓ Type of S.A.S. Description of Soil /�lC�l✓�(.( "C404RSC— �6Jt) to /Sty parj Nature of Repairs or Alterations(Answer when applicable) (�5e ��1�Tl1VC; (5l1U C—�LC.tOtJ 5�"PTIG �ZoEL! ap to au, A 0Ox TO C�1 500 GO-LtoaJ la"cpA:�C C44",3CgfX kr iTN .'s Fe;e o cr- 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 o ealth. Signed Date Application Approved by Date �77 ? Application Disapproved by: Date —���/a 7 for the following reasons Permit No. D'U 17-2 VG) Date I - -- -- ———— r No. Fee Igo THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for DiOoal *p5tem Cow6tructiou Permit Application for a Permit to Construct k L pp ( ) Repaiccr( Upgrade( ) Abandon( ) El Complete System Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. 5.0.9` 3;.(i►— ff 79 PAj,LL -a� MAAvy AUtilA$' Assessor's Map/Parcel 3o 9/,O q -1 cL C� m./ES.N PIN H y /jV fs ,SoB-4F77-8877 PT J 1i yog-q'77- 5313 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. CAPGWID6 C%NTc 2t�O se LNGr>Ll�'�RItVCx WORKS Z10('_ 153 G v cauK e 1 Si- /�t r45b�P 11 W. e pC)gS g'/AZT) PZ F=0tEgTDALC Type of Building: f Dwelling No. of Bedrooms Lot Size 000 sq. ft. Garbage Grinder ( ) Other Type of Building RC-5 ID50T t 4U No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 D , gpd Design flow provided 344,02 8 gpd Plan Date (O oZ O ,- I') Number of sheets Revision Date Title '-] elgca 6TIA�E'T f+VAVP(S + Size of Septic Tank 15700 C�(,LC)&, Type of S.A.S. (A) 5G0 C-*e_c.pF,/ COA"f o� Description of Soil Mc-DI V(I,( C,010 'E 504-16 �� 31n"'/Sci PG4rJ Nature of Repairs or Alterations(Answer when applicable) U5E &JU,5T(V(; !$GU G-'�C.c..oc� Sc�C lG -&*V e 7p NaU n- 0ox To 50o 61v4l.c.0(,/ l - ca-�c G�oEst"gCXg 'ej rri-4 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 ,.^'�`' Date `7 -•3 " zo 171 Application Approved by k 7A + Date "7 /n Application Disapproved by:V Date for the following reasons Permit No. ) U 1 -7 d Date Issued `l 7 THE COMMONWEALTH OF MASSACHUSETTS `BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( lO Upgraded ( ) Abandoned( )by CAPE lam!DC: C-m-r 'p /ses� at (- d 1 jt g �7r N F�It>X// _ has been constructed in accordance - with the provisions of Title 5 and the for Disposal System Construction Permit No. )o /7-.2 0 dated �� 3 - Installer (FA961611)E G')j7EY_?4_(.5sS Designer U-)-op1cs Z-JjC. #bedrooms 3 ApprovedAesig• flow 330 gpd The issuance of this permit shall no a construed as a guarantee that the system will fun i, s d signed. Date 1,17 I Inspecto't i .t� No. �t71 _f — ��� f------------ Fee c� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Migo!5al *paem Construction Permit Permission is hereby granted to Construct ,( ) Repair ( /V Upgrade ( ) Abandon ( ) System located at L)_(iRW ;5 1.77i YANW5 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: Const cti71-2 'must be completed within three years of the date of this p xmit.f } Date -i 73 Approved by i Town of Barnstable �pIKE 1pk Regulatory Services vp� O i Richard V. Scali,Interim Director BARNSTABLE, F MASS. g Public Health Division 1619. �0 ''rForut° Thomas McKean,Director 1 200 Main,Street,Hyannis,MA 02601 I i Office: 508-862-4644 Fax: 508-790-6304 I Installer & DesiLyRer Certification Form I Date: - 10 1 17 Sewage Permit# U 1-7 "ZO q Assessor's Map\Parcel 3&9 Oq r� i Designer: Gn�',�ee�,n� ;l��t)OY S� Irrc_; Installer: C'CW .WC66. ('V► Address: 1Z t,, CrbSSAe l�1 ill Address: l�3 1�6w✓t'►2.re I � On 715 i ►- a1y6-P_W A, &U,'y0QiCs-was issued a permit to install a. (date) (installer) septic system at i 7 �� � St0Udv1tS based on a design drawn by (address) WbA4j ;/,I C dated 1 r ( (designer) ' Ol 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. Strip out (if required) was inspected and the. soils were found satisfactory. I certify that the selitic systern referenced above was installed with major changes (Le. greater than. 10 lateral.relocation.of the SAS or any vertical relocation of any component of the septic:system.)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer:to follow. Strip out (if,required) was inspected and the soils were found satisfactory. I certify that the systenn referenced above was constructs nce with the terms of the I\A approval betters (if applicable) s► OF PETER T. McENTEE N VVIL (Installer's c ature)1 NO.35>oe FG/S.TE��O esigner's Signature) (Affix Designe f tamp Here) PLEASE RETURN TO .BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WELL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Scptic\DcsigncrCcrtification Forin Rev.8-14-13.doe Town of Barnstable P# 1__2q 2 _ Department of Regulatory Services BARNUMBLZ : Public Health Division Date MAS& _ - �A200 Main Street,Hyannis MA 02601 Ds lfC MAC A / Pao Date Scheduled I` Time Fee Pd. Cad° a� m�.a -- — �. Soil Suitability Assessment for Se age Di��,,posal "� Performed By: �r �' S c- ik L574_L_ Wimessed By: - V LOCATION & GENERAL INFORMATION Location Address ) s7� Owner's Name c7C4 vcl y'q W Address 12,y SeQ M4' S Li Assessor's Map/Parcel: ?)Q 9 V Engineer's Name C Ch i NEW CONSTRUCTION REPAIR x. Telephone# ��8- I -77-- 5-3 (3 Land Use (4S rajun+,r&1 Slopes('70) I Surface Stones ld_l-e Distances from: Open Water Body�,/I_ft Possible Wet Area eft Drinking Water Well - .!.S� ft Drainage Way /t/Jlt ft Property Line G C) ft Other _ ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) C ' Q i i Parent material(geologic) ® Depth to Bedrock. /wIL _ Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face �"'L Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil tnottles: in. Depth to weeping from side of obs.hole: in, Groundwater Adjustment Index Well# Reading Date: Index Well level _ Adj,factor- Adj.10roundwater Level o PERCOLATION TEST - bate— Tinto Observation Hole# Time at Oil _ Depth of Perc ,Z4 5�l Time at 6" Start Pre-soak Time @ Time(9"-V) End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% ravel d -12 fir+ Sav�J to `t(d� Z. _ 2_ 36- Sy G (A—C S."ok Z,S. )Zro CZ M-Qd1, DEEP OBSERVATION HOLE LOG Hole .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsis en % ravel 0- (I L ac4w•y SwvtcA t o Y y�z :M—c Sc,-,A z, sY e 14 _ CZ_ f- c , Say-.et 2,S.Y-I/3 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Grave DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, b are Flood Insurance Rate Man: Above 500 year flood boundary No— Yes 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 pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ._ If not, what is the depth of naturally occurring pervious material? Certification 4°1�� date I have passed the soil evaluator examination approved by the I certify that on 1 (date) Department of environmental Protection and that the above analysis was performed by me consistent with 15.017.the required training,expertise and experience described in 310 CMR 1 Signature Date� � -- Q:\.SEPTIC�PERCFORM.DOC TOWN OF BARNSTABLE .`LOCATION I [��.tr� S SEWAGE # ?>. VILLAGE 6~,S��Z ASSESSOR'S MAP& LOT!0 / INSTALLER'S NAME&PHONE NO. d-/ 1 C,60.S Z. �'aZy,t-; t,k :::'::.SEPTIC TANK CAPACITY LEACHING FACILITY: (type) sj9'.GS (size) All/ NO:OF BEDROOMS —9 .::'::BUILDER OR OWNER 06A, PERMITDATE: 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 Wedand.and Leaching Facility(If any wetlands exist :within 300 feet of leaching facility) Feet Furnished by � O i Wood , ,,�► No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpplication for 33igaal *pgtem Cow5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No.. / 7 Owner's Name,Address and Tel.No. ii//AN,its ,1�<✓Il�S Assessor's Map/Pacel C ® r/ Installer's Namet ddress,and Tel.No. ���� ® Designer's Name,Address and Tel.No. $` g ',S f__;�74 H coo.$-fi-0 ett r a P Type of Building: �l Dwelling No.of Bedrooms Is Lot Size sq. ft. Garbage Grinder(A"Q Other Type of Building _No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow S® gallons per day..Calculated daily flow ® gallons. Plan Date J Number of sheets Revision Date Title Size of Septic Tank _�,rO6 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 oLthe Environm tal Code and not to place the system in operation until a Certifi- cate of Compliance has bee ue by o d ea Sign- Date Ay— Application Approved b Date Application Disapproved for the following reasons 064 Permit No. X-/, Date Issued 7 ' No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: (' Yes i PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS i Zipplication for ;Digpogaf *pgtem Construction permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location AddreeR or Lot No.. ! r r C Owner's Name,Address and Tel.No. yANw, Assessor's Map/Parcel 0 5 M. 1 © ��Installer's Name, � ,e,f ddress,and Tel.No. .y'�0.�^ Designer's Name,Address,and Tel.No. f 7s f sr4J c1 oXv .� rt�C t JVC� rf4? �er t �U r� Type of Building: �1 fr Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building7e!;, &Joolo No.of Persons Showers( ) Cafeteria( ) Other Fixtures ` Design Flow Q gallons per day. Calculated daily flow 10 gallons. Plan Date - `� �' Number of sheets Revision Date Title Size of Septic Tank 1 5-04 Type of S.A.S. Description of,Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: 0 The undersigned agrees to ensure the constrfiction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 o he Environm tal Code and not to place the system in operation until a Certifi- cafe of Compliance has bee ' sue y o d eaXV N c Signe Date L� ; Application Approved b -a Date JF— �7 Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS } BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CWYt,�hat the On-site Se age Disposal System Constructed ( )Repaired( )Upgraded(Y) Abandoned( )b �+ /'4 6 ej. V v C , op Z Q C_ , at 17 r G S Y, ,Q N 40 I -S has been constructed in accordance with the pro ions°f Title 5 d the fo Disposal S stem Construction Permit No. �t 19y dated Installer t� !b � +�Sr Designer C _a.a Y y(P r+' r AO The issuance of this permit shall not be construed as a guarantee that the system 1 fpj •on as designed. Date S' ' F 7 Inspector �! � / —•------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migpogar *pgtem Construction Permit Permission is hereby granted to Cons t / -t( )Repair( �) pgrade(Y)Abandon( ) System located at_ 7 3 r r rX tz of rtl o S 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 t. Date: �' 0 ' / Approve �� CERTIFICATION OF SKETCII AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WI'I'IIVU1'DESIGNED PLANS) �( f 1, r,)o (,5 hereby certify that the application for disposal works construction permit signed by me dated I` 7 , concerning the property located at /R7 FtkrC 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 t/ • The observed groundwater table is 14 feet or greater below the bottom of the leaching facility t/• There is no increase in flow and/or change in use proposed t�. There are no variances requested or needed. SI NED: 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]. DESIGN CRITERIA: SOIL TEST LOG FOR PERC TEST #8858 DESIGN FLOW.• 1 SOLID PVC, FIR-5--Xi'Xi' TO BE LEVEL, 3 BEDROOMS AT 110 GPO = 330 GPD SOLID PVC, S=0.11 REST AT S=0.00., DEP-TH HORIZON � NEW SEPTIC TANK = 1,500 GALLONS 6� GRADE = EL. 99.50 NO GARBAGE DISPOSAL 0" TOWN WATER ________________ NO WATER SUPPLY WELLS WITHIN 200 FEET 0 0 NO WETLANDS WITHIN 100 FEET 2 0 0 0 o LOAMY SAND Ap BASEMENT TOILET AND SHOWER TO BE 5 CONNECTED PER OWNER 4 6 � 16" 3 SIZE OF LEACH FIELD REQUIRED: PROVIDE INLET TEE O 7 DESIGN PERC RATE: 2 MIN/INCH NEW SEPTIC TANK BAFFLE IF S>0.08 FT/FT 8 LOAMY SAND Bw REQ'D AREA = 330/0.75= 440 S.F. 1 AREA PROVIDED: 31" AA = (10'+1) X (39'+1) = 440.0 S.F. PROPOSED SEPTIC SYSTEM - PROFILE I COARSE SAND NOT TO SCALE W/GRAVEL Cl A EFFECTIVE LENGTH = 39' 84" EFFECTIVE WIDTH = 7 0' MED-COARSE SAND C2 132" SYSTEM COMPONENTS* ELEVA TIONS** 3 � SOIL TEST CONDUCTED ON' 113DI97 '1. TOP OF FOUNDATION ............................................... BY CAROLYN J. DOYLE AND 100.00 / WITNESSED BY BARNSTABLE BOH 2. INVERT OF PIPE AT FOUNDATION. r AGENT JERRY DUNNING """""""""""' 98.C1�. \ \ NO GROUNDWATER AT 11' (EL. 88.50) MIN. 3" TOPSOIL / J. INVERT OF PIPE AT SEPTIC TANK fU=................ 8 ";-PEL (FREE OF TOTOPS-OIL • -0RGAPdf67GfATERIAL & / SEE ATTACHED PERCOLATION TEST 4. INVERT OF PIPE AT SEPTIC TANK OUTLET.............. 96.81 /\ \\ FORM FOR DETAILS / _BOULDERS, IN COMPLIANCE /\ /j WITH 310 CMR 15.255�3)), /\\ 5. INVERT OF PIPE AT D-BOX INLET ........................... 96.75 \ COMPACT TO 909 DRY ; \\ 6. INVERT OF PIPE AT D-BOX OUTLET ....................... 96.58 //\ DENSITY e /\\ REVISIONS: \ 2 LAYER OF 1/8-1/2" /\\ 7. INVERT OF PIPE AT INLET TO FLOW DIFFUSERS...... 96.50 j� DOUBLE WASHED STONE ,'f /\\ 8. BOTTOM OF FLOW DIFFUSERS.................................... 95.50 8 TITLE: SEPTIC SYSTEM REPAIR DESIGN 9. BOTTOM OF AGGREGATE ........................................... 94.50 17 BIRCH STREET, HYANNIS \\ /\ 3' 4' 3, OWNER: DANIEL ALMAS \ 3/4-1 1/2" DOUBLE 24 SEA MARSH ROAD, CENTERVILLE, MA 02632 *LOCATED ON SECTION & PROFILE /� WASHED STONE- >\ **BENCHMARK = ASS D TOP OF FOUNDATION = EL. 100.00 /\ /\\ k4 ®f �'� CJ ENGINEERING CAROLYiU SEE S 48 GULLY LANE, SANDWICH, MA 02563 ET 1 OF 2 //\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\ Q � o 508 888-4975 _ o J. ., SECTION A - A ' DOYLE CO) NOT TO SCALE No.34531 MAP: 309 PARCEL: 104 10 AFC/ST£ SJ10N DATE: 2/4/97 SCALE. AS SHOWN DWG NO.:CJ12/BIRCH2.DWG SHEET 2 OF 2 i' t, • i P r LOCUS: GENERAL NOTES: ROUTE 6 1. THE SYSTEM COMPONENTS AND CONSTRUCTION SHALL BE IN ROurE �32 <iE OF s-gyoUey MASSA C ACCORDANCE HUSETTSSANI ARY CODE TI TTLEV,T AND LOCAL Ra.�. BOARD OF HEALTH REGULATIONS. s RouTF 2a 2. CONTRACTOR SHALL NOTIFY DIG—SAFE PRIOR TO CONTRUCTIRo�TE 2g AUTILITIES.BE ESPONSIBLE FOR ALL UNDERGROUND z Ln "; PRECAST CONCRETE 1 3 ELEVATIONS ARE BASED ON .BENCHMARK AS SHOWN. 3 �^ SI TE FLOW DIFFUSERS, '} PINE ST. po 4' X 8' EACH f q 4. PIPING SHALL BE SCHEDULE 40 PVC. BIRCH ST. 5. SEPTIC COMPONENTS SHALL MEET H-10 LOADING GROVE ST. WASHINGTON AVE. UNLESS OTHERWISE SPECIFIED OR H-20 LOADING CHARGES ST. Lo IS FENCE + UNDER DRIVEWAYS. Np�I�A SS. ' 6. INSTALL D—BOXES W/RISER & COVER TO 12 INCHES f EXISTING CESSPOOLS TO BE PUMPED BELOW GRADE. 56.00' AND CONSTRUCTION MATERIALS 7. D—BOX EXIT PIPES TO BE FITTED WITH INVERT DISPOSED OF IN ACCORDANCE WITH LEVELER CAPS. 39' LOCAL REGULATIONS 32' 5 8. D—BOX TO BE INSTALLED ON MIN. 6" CRUSHED - - - - - - - STONE BASE.. li FENCE `t 00 9. DISTURBED AREAS SHALL BE RETURNED TO PRE— co CONSTRUCTION CONDITION, i.e., LOAM AND SEED LAWN STORAGE SHED TO o AREAS. BE MOVED PRIOR TO CONSTRUCTION 10. VARIANCES ARE BEING SOUGHT FOR PROPERTY BULKHEAD co LINE SETBACK FROM 10' TO 5' AND FOUNDATION PA !0 SETBACK FROM 20' TO 18'. B CKS 1 1.50' ! CARPORT — REMOVED LEGEND: BY OWNER LOT BOUNDARY 00 #17 BIRCH ST. o w WATER LINE T.0.F.=100.00 0 o (ASSUMED) 15 EXISTING/PROPOSED CONTOURS — — — — — — LIMITS OF LEACH FIELD 0 885B TEST PIT, LOCATION & NUMBER z � �bzH °FR,sr�c REVISIONS: 8. 0 a ROBS B. o ¢ 99 SYKES #1:35418 TITLE: SEPTIC SYSTEM REPAIR DESIGN OVERHEAD TELEPHONE, CABLE N g9�✓1�ss�oe°P� 17 BIRCH STREET, HYANNIS TV & ELECTRIC 50.00' OWNER: DANIEL ALMAS 24 SEA MARSH ROAD, CENTERVILLE, MA 02632 EDGE OF PAVING11 98 ®F CJ ENGINEERING ���' 48 GULLY LANE, SANDWICH, MA 02563 0 2 0 40 B I R C 1 f / S T. CAROLYN ��% J � (508) 888-4975 DOYLE SCALE: 1"= 20' v No..34531 y MAP: 309 PARCEL: 104 A'�or�'pFG/STER�®���c``� DATE: 214197 SCALE: AS SHOWN /fr yz DWG NO.:CJ12/BIRCH1.DWG SHEET 1 OF 2 1. AR ,. rA I r LEGEND N ® --104-- EXISTING CONTOUR Birch St LOCUS ' x 100.98 EXISTING SPOT GRADE (7i c Val EXISTING WATER SERVICE Louis St `c a G EXISTING GAS SERVICE r o U UNDERGROUND WIRES 3 a TEST PIT !A North St BENCHMARK e ` 50.00' 101.45 {' .o Main St CD 101,39 101.66 x O rt SHED -28 - ' LOCUS MAP 101,45 EXISTING S.A.S. . NOT TO SCALE EXISTING SEPTIC TANK O_ `'•.: ao 4-FLOW DIFFUSORS W/3' STONE GENERAL NOTES: TOP OF TANK, EL.=100.53 I':,' ::i ,.>::• . TO BE REMOVED-SEE NOTE 11 INV.(OUT)=99.2f(VERIFY) 11' " +- =+' P-1 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 0 O 101.9 i BOARD OF HEALTH AND THE DESIGN ENGINEER. O 10169 TP-2 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS . BENCHMARK BM rs OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE BULKHEAD CORNER LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: EL.=101.66 1 66 ATlO 101.51 -310 CMR 15.405(1)(b): 101.37 101.79 1) A 10' variance, S.A.S. to cellar wall (bulkhead), for a 10' setback. 01.87 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR I TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. O O 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 101.74 0 lil/EXISTING ) o FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN O T.O.FS=1 02.15 O ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 01.70 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 10 •71 41.:.. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 101.80 O. : 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. Z) 101.48 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS O; ? AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 101J8 101,70 DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING LOT 38 _ CONSTRUCTION. SOOOt S.F. �WOF MASSgc 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). � PETER m 101,09 ------� O` o WIrr E 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 50.00 C INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 100.9b Np.3510` 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND o z NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. P - e e" Pavemen FGISSEF`� 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC 100.13 CATCH BASIN 100,11 100.05 c E SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. of MAssgcti 99,7E PARCEL ID: 309-104 o PETER T. � '� McENTEE BIRCH STREET PROPOSED SEPTIC SYSTEM UPGRADE PLAN o CIVIL ' 35109 17 BIRCH STREET, HYANNIS, MA Al S1���� �`� Prepared for: Daniel Almos, 21 Sea Marsh Rd, Centerville, MA 02632 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. (� ALMAS, DANIEL P & MARY L Engineering Works, Inc. 1"=20' P.T.M. 197-17 �2I 21 SEA MARSH ROAD CENTERVILLE, MA 02632 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 6/20/17 P.T.M. 1 Of 2 %}' f. 1 t NOTE: FINISH GRADESHALL OUNOT BE <PROPOSED: 5 SEPTIC TANK FOR A DISTANCE OF 15 AROUND THE INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX PERIMETER OF THE S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE INSTALL WATERTIGHT RISER & PROPOSED S.A.S. ' COVER SET TO 6" OF GRADE PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" OF FINISH GRADE FOR INSPECTION PURPOSES T.O.F=102.15t F.G. EL.=101.5t EX/STING F.G. EL.=101.7f F.G. EL.=101.4f F.G. EL.=101.4t MAINTAIN 2%i GRADE (MIN.)1� OVER S.A.S. HOUSE(#17� 3'(max.) L 4 5' L = 23' BACK OF HOUSE ® S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 6" 10"1 .. ,BB $ as 3 14'• ? s" aaaaaaa uj �.S• '��6 tri EXISTING 48" Llaulo r- LEVEL ADD 3.5' 4.8' 3.5'(SIDES N �, GAS BAFFLE INV.=98.87 PROPOSED INV.=98.70 INV.=99.2t D-BOX EFFECTIVE WIDTH = 11.8' N T j N (verify) INV.=98.00 FL EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMB RS WITH 3.5' po PROP. S.A.S. OF STONE AROUND AND 4' OF STONE BETWEEN H=10 RATED INSTALL PIPE I- 28-yl BETWEEN CHAMBERS BREA CONC. ELEV.= 98.50 aaBa as SEPTIC LAYOUT INV. ELEV.= 98.00 Baas B a Baaaa aBaaB BaB Baaa aBaBB ease NOTES: BOTTOM ELEV.= 96.00 3.5' ENDS 8.5' 4' 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 28.0' INVERTS, PRIOR TO INSTALLATION. PERVIOUS MATERIAL AND 5' 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ABOVE GROUNDWATER ON A MECHANICALLY COMPACTED SIX INCH CRUSHED LEACHING SYSTEM SECTIO NO GROUNDWATER, EL.=91.0 - ®N STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). I 3/4" TO i-1/2" DOUBLE w ®®®®®® ® ®®®® 33" 3) INSTALL INLET & OUTLET TEES AS REQUIRED. WASHED STONE N Z ®�® 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE # 3" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE N.T.S. I (OR APPROVED FILTER FABRIC) 102" DESIGN CRITERIA SOIL LO,'G 4" KNOCKOUT DATE: JUNE 19, 2017 (REF#15,392) 20" DIA. COVER NUMBER OF BEDROOMS: 3 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE(SE#1542) SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT 4" KNOCKOUT / 4" KNOCKOUT 58" DESIGN PERCOLATION RATE: <2 MIN/IN (0.66 LOADING RATE) ELEV. TP- 1 DEPTH ELEV. ° TP-2 DEPTH 0 DAILY FLOW: 330 GPD 101.9 A 0„ 101.5 'A 0" DESIGN FLOW: 330 GPD LOAMY SAND LOAMY SAND 4" KNOCKOUT 9 GARBAGE GRINDER: NO-AND NOT PERMITTED WITH THIS DESIGN 100. B 10YR 4/2 12" 100.6 B 10YR 4/21 V, EXISTING SEPTIC TANK: 1500 GALLON CAPACITY LOAMY SAND LOAMY SAND 98.9 36" 98.6 10YR 5/8 10YR 5/8 35, 500 GALLON CAPACITY, H-10 LOADING LEACHING AREA REQUIRED: (330 GPD) = 500.0 SF C1 C1 PERC CHAMBERS 0.74 GPD/SF 22"/42" N.T.S. M-C SAND M-C SAND USE 2-500 GALLON LEACHING CHAMBERS IN SERIES WITH 3.5' 1OYR 6/4 1OYR 6/4 PROPOSED SEPTIC SYSTEM UPGRADE PLAN OF STONE AROUND AND 4' OF STONE BETWEEN (1 1.8' x 28.0') 94.9 84" 94.5 84° 17 BIRCH STREET, HYANNIS, MA SIDEWALL AREA: 2(11.8' + 28.0') X 2 = 159.2 SF C2 c2 DEDUCT SIDEWALL AGAINST TANK: 10.5' x 2' _ -21.0 SF MED. SAND MED. SAND Prepared for: Daniel Almas, 21 Sea Marsh Rd, Centerville, MA 02632 BOTTOM AREA: 11.8' x 28.0' = 330.4 SF 2.5Y 7/3 2.5Y 7/3 Engineering by: SCALE DRAWN JOB. N0. TOTAL AREA:..............................................................468.6 SF 91.4 126" 91.0 126" Engineering Works, Inc. N.T.S. P.T.M. 197-17 PERC RATE <2 MIN/IN. "C" HORIZONS 12 West Crossfield Road, Forestdale, MA 02644 DATE DESIGN FLOW PROVIDED: 0.66 GPD/SF(468.6 SF) = 346.8 GPD CHECKED SHEET N0. NO GROUNDWATER ENCOUNTERED (508) 477-5313 6/20/17 P.T.M. 2 Of 2 I I`