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HomeMy WebLinkAbout0150 LOMBARD AVENUE - Health 150 Lombard Avenue v West Barnstable A= 155 -011 g 0 u 13 Matthias Lane,Barnstable �I .t No. w 2019 Fee S' eno I'W� :: BOARD OF HEALTH f�� TOWN OF BARNSTABLE 0[p plication ,for Yell Cougtruction Permit �a Application is hereby made for a permit to Construct( ), Alter( ), or Repair(if an individual well at: .r:. ILro —1., 4j,MZJ Location-Address Assessors Map and Parcelw ll(C4��r� MU 11<G,ti _lSo Z, 1.ko P c.> > �ai►.� ` Owner Address OC YV A.)($�.j v�c' I I /O g cG rr-sg .?d N-I&AA',0,--e /H 4 Installer-Driller Address Type of Building Dwelling ✓ Other-Type of Building No. of Persons Type of Well y-" �O0e ,e Capacity Purpose of Well Dc>A4�.57`c. w",r Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Complian a has been issued by the Board of Health. Signed Date Application A ro ed B PP PP Y Date Application Disapproved for the following reasons: Date Permit No. 3 Issued 10 Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired(_A�lf by „„S S C tA Al A,E Installer at /So La M 6+i nI a o . G,3 . has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. AI)Do1f3-03 3 Dated , h r THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. Fee 1��7 BOARD OF HEALTH P�r'i TOWN OF BARNSTABLE 01ppYicatiou f or Yell Cougtruction joermit Application is hereby made for a permit to Construct( ), Alter( ), or Repair(t�' an individual well at: M. Location-Address Assessors Map and Parcel /CA / / n Owner Address /C�vlana %C <r l l /O i I�r-r �. �c r ..� N-Ii t�,n a It-%Gf Installer-S Driller Address��s, t/�7 Type of Building Dwelling Other-Type of Building No. of Persons Type of Well i./'• Capacity Purpose P ose of Well / y— 'Y ve Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed • C�y DateApplication Appro Date Application Disapproved for the following reasons: n � Date r Permit No. �., 1 "�' Issued ) cr //0 Date 6a --d -------- ------..-----------------------ass--------------------_---- .---- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS T/O� CERTIFY,that the individual well Constructed( Altered( ), or Repaired(44- by Installer at / S-o /n., has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. 1,)!X,j&—03 3 Dated / �1 e) !1 r THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector C AM ea ay.pw.w.w wvfr.....a.+V.4-Kr—+.a..r?..swx.wv.K+srenw ----....e.-r---.-----rrae4,a®.....v—..m—...r....----car.ar.w...r,.....ai.d-+1.............n.+e�n.s......++.urr -- — ®-.s.-s, BOARD OF HEALTH TOWN OF BARNSTABLE Yell Cou5tructiou joermit No. 1 Fs — O R Fee Permission is hereby granted to /_fit-„ r Installer to Construct( ), Alter�; ), or Repair(h)---- an individual well at: No. /S`cJ �ri c�, L Street as shown on the application for a Well Construction Permit No. 1 �'�c 1 ,_( 3 Dated Date L�, )0 1 Approved BVQ Town of Barnstable P# Department of Regulatory Services : .A,STA" 's Public Health Division Date ta,►sa. a63p �u 200 Main Street,Hyannis MA 02601 t A FD 1V -90 Date Scheduled / �� Time JobFee Pd. 4 Soil Suitability 2 ,.Assessment for Sewage Disposal Performed By: Gk�� JVL f "4 . Witnessed By: LOCATION& GENERAL INFORMATION Location Address I S70 t V," L_/,,/ rl_.� Owner's Name , "- Q /`!�'� Address ISO Las"t*Jq .4W Assessor's Map/Parcel: by•f3pr��}R S4 ou P f !/S,� Engineer's Named �, s+N#.t e NEW CONSTRUCTION REPAIR Telephone# G^ Land Use d GI to n 1—t'�1 C f Slopes(%) _ �!/ Surface Stones Distances from: Open Water Body ft Possible Wet Are � ft -Drinking Water Well 7 I Chi ft Drainage Way __71 5_0 ft Property Lane 70"-_;0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 1 LO - - CD G lv�y r I •© C41 3- e i U0 M t 13� fZv h 2 Parent material(geologic) � yv�'��'s Depth to Bedrock Depth to Groundwater. Standing Water in Hole: N114 Weeping from Pit Pi ee IV1 A Estimated STonal High Groundwater 3 Z- y ti DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level,, Adj.factor— Adj.Groundwater Level ( 1� PERCOLATION TEST nett:- Thne Observation Hole# Time at 9" Depth of Perc y yJ'� Time at 6" Start Pre-soak Time® ld'« Time(9"•6") 1- End Pre-soak /J /►9+%tt:�1(�J �U Gi�Cd ✓i Rate MinJInch 2 zq 'get 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:\SEPTICVERCFORM.DOC L DEEP.OBSERVATION HOLE LOG Hole# I_ Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency,%6ive U _�2 lit /2,—(5� /1 S i 6,1 i23/3 7 DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in:) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 2 fir l_L L s_3W L-5 . fc f 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, Consi n o til Flood Insurance Rate Mau: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes .�� l 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 I certify that on �1<< (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with. . the required training,expertise and experience described in.10 CMR 15.017. Signature Dater . � , Q:\SEPT10PERCFORM.DOC �I TOWN OF BARNSTABLE LOCATION ��S G®A&4D SEWAGE 0-2-2 V4" tih /��Z � � Sl�a ASSESSOR'S MAP VILLAGE & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY y D® LEACHING FACILITY: (type) (size) NO. OF BEDROOMS y BUILDER OR OWNER C 1-4 ti PERMTTDATE: 6— 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 r 20,,,E d, 7�° � �'-1 �,3 _ ��� ��� �- � �ti 13-1 h y, 6 ��, v !�- 3 G� G — � s No. s Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS ZIppYication for ]Dtzpaal *pgtem Construction Permit Application for a Permit to Construct( ✓)Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components Location Address or Lot No. 150 ;-CrM�fi � QV /.7� Owner's Name,Address and Tel.No. Assessor's Map/Parcel 610. 43RIZ p r55� r r Installer's Name,Address,and Tel.No. AST 5 Designer's Name,Address and Tel.No.�Ale,jA4&ZIIV,' � e,5' Ccl='bTTZ7lIz�; / COGS: Type of Building: Dwelling No.of Bedrooms / Lot Size 7�,Z c`� sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow yC/O gallons per day. Calculated daily flow ��L�® gallons. Plan Date /f 7-o `07' Number of sheets Revision Date Title Size of Septic Tank /Sad !21 RpV, 6S6 P Type of S.A.S. C-I-IRM46750 Description of Soil /� rZ it 13 rZ r/— / c 5 V/j" /37 Nature of Repairs or Alterations(Answer when applicable) IJGryQ 17 �� V 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 Certifi- cate of Compliance has been ss is and of Hea h. Signed - fl Date 7 Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued ` No.. N= .. Fee in computer: t Entered co u ,j THE COMMONWEALTH OF MASSACHUSETTS p { PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes* -.41ppfication for Migogar *p6tem Congtruction Permit Application for a Permit to Construct(✓)Repair( )Upgrade( )Abandon( ) . ❑Complete System ❑Individual Components Location Address or Lot No. 150 /CI7148,I20 41/7 Owner's Name,Address and Tel.No. CL>'aNC-, 47?m6 S Assessor's Map/Parcel Pil l55 - I1 Installer's Name,Address,and Tel.No. /��� C�V Designer's Name,Address and Tel.No.�/v6//l/E�j,l^Z/h/v /CS p 0 !3� �� 89 �Z w ,t�sn�ST/�ALb /L//� G�GS3 cS 09 L/77-S 313 / Type of Building: �/ p ti Dwelling No.of Bedrooms / Lot Size 0 sq.ft. Garbage Grinder( ) Other Type_of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow y`�D gallons per day. Calculated daily flow 7 y� gallons. Plan Date y'Z o 0-? Number of sheets Z Revision Date Title i Size of Septic Tank .4?12 UR6Sr,0 Type of S.A.S. i� Description of Soil 12 11 13 - 12 15 Nature of Repairs or Alterations(Answer when applicable) u,,- 4175 ?D 7lTl� 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 provisio s of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has beenVo��ard of Healrth. Signed c rq fi C 9i7r Date `/ `/1 Application Approved by �^ A I�I Date / / .n/// Application Disapproved for the following g C l reasons Permit No. f '"'"_; s_::� Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( ) Repaired( V)Upgraded( ) Abandoned( )by aAS7-0(2ZT> rjlc✓C1V/�7'1 Q­ at {50 L-arABA Q-0 AVS W, bgQ_11X5 1 i4kQ>L23 hasp taEonstructed in accordance with the provisions of Title 5 and the for Disposal�q�'stem Construction Permit No. /� r�—/',A ted Installer PA! r � CA\/ 1 O`-' Designer The issuance of this permits all riot/bpn$. bed as a guarantee that the&Mm do a as4 esigr►ed ° - Date Inspectors 1. lf7 �I � ? 't�C`:V .,,� �-. .ter _. ._. -.._.�..c �.�_�. --.:-._.. � '.�.._...-...- EN No. � Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpo5a[ *pgtem Construction Permit Permission is hereby granted to Construct( )Repair Upgrade( )Abandon a System located at � L_6A1Rw0_0 AVr, ()U, _t30R-NS7 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 uc 'on moist be completed within three years of the date of this,,{perm it - Date:_ f t ! Approved b 3 C / PP Y 131 -0 -7 ` Town of Barnstable Regulatory Services Thomas F.Geiler,Director MASS III : Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 07 Sewage Permit# Assessor's Map\Parcel Designer: Desi 11 r• G C Insta e . Id Address: f Z OJ- CrZ1 sJ rdd 1Z21 Address: /�& 64 &K j Y 91 lz�&(,V /11/ a Z4 q y ,teres Poly CP 144 On �� t &UIV-Oi'Ll a issued a permit to install a (date) (installer) septic system at based on a design drawn by c (address) l P✓ �✓�� Cyt �-2R dated -� U (designer) _ I certify xhat 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 rtified as-built by designer to follow. ��ctiTTS 2 i Q F- 6 y (Installer's Signature) � w LL W z v~i �-UJUJ O CO (Designer's Signature) (Affix Des ere) 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/Desiper Certification Form 3-26-04.doc r_ No.--------�Y--�--- Fee �- ---- BOARD OF HEALTH TOWN OF BARNSTABLE ZipplitationArVell Con!5truttionpermit w. n , Application is hereby made for a permit t Construct ( ), Alter ( ), or Repair ( )an individual Well at: ---------------------------------------------------------------------- Location — Address Assessors Map and Parcel - -- - --- -- - - ---------------------------------------------- - ----------------------------- �pO��ner r 9 — Address- -! ----------- -------------------—----— ------------------------------------ — Installer — Driller Address Type of Building- Dwelling---------------.---------------------------------------------- Other - Type of Building - - - -—---------- No. of Persons------------------------------------------------------- Typeof Well ® - 1 a-------- Capacity----------------------------------------------- --- --------------- Purpose of Well----cor-----RQ,Q E.i'_Y1en-------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been'issued by the Board of Health. Signed ) - �-=^-- ---------------------------- ate f -- — —— — --- --— — r Application Approved By --- : _- � _____�__� date Application Disapproved for the following reasons:-----------------------__--__--------------------_-----------------------------------------------_ -- —- — ---- --------------------— - -- ----------- ----------------------------------------------=--------------------------------------- date Permit No.- - ---------- -- Issued- - - --- ---------------- - - -------- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by-------- - --- -- --------------- -------- ------- - ----------------------------------------------------------------------- Installer — at---------------____- - ---- - -------------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. k4l--- ---Dated-=------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------------------------------- --------------------------------------- Inspector-------------------------------------------------- - - No.-------------------- Fees---�----- BOARD OF HEALTH TOWN OF BARNSTABLE Zppritation_*_rVeif Con5tructionVernut Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well.at: Location — Address Assessors Map and Parcel Sk` 1. 0 ner -- ----- ----- --- — 1r■�, `A1 L� 'i1(—�—\'—— P1 t/� �` Address --------------------------------------------------------------------------- Installer — Driller Address Type of Building Dwelling------------------------------------------------------------- Other - Type of Building No. of Persons------------------ ---- wJ�� �I Type of Well----------__-_---�_���'1C---���,��-�------- Capacity-------------------------------------------------------------------- Purpose of Well—flo—c--► 1-3'0 PP ------ t Agreement: }. The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed -.0 r� ,�_Q r`(/ � rt o 47 —__ —-- - /date Application Approved BY date Application Disapproved for thekfollowing reasons:-------------- ------ s----- --------------- t --=- ---------- -------------=----------------------------- �.` t date Permit No. - �- ra--- --- -- Issued-------------- -- date BOARD OF HEALTH TOWN OAF BARNSTABLE Certlfirate Of (Compliance THIS IS TO CERTIFY, That thee Individual Well Constructed ( ), Altered ( ), or Repaired ( ) bY----------------------------------------------------------------------------------------- ------------------------------------------ ------------------ Installer at-----------------------------------------------'-----------— --- ----------------------------------------- --------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. 'q?-=gzl----Dated--------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- --- — - --- - -- — - ------ Inspector— -— —-- --------- — — BOARD OF HEALTH TOWN OF BARNSTABLE lVell Construct ou ermtt ` _ _ 30 No- ---------------------- Fee---- --- -------- Permission is hereby granted- ------ - -- - -- ---------------------- __--------------------------- to Construct (,A Alter ( ), or Repair ( ) an Individual Well at: Street as shown on the application for a Well Construction Permit No.-- - "�-_�- ---------- --- --- Dated ---------------------- ----''==- �- --��... — ----- ------------------------------- • Board of Health DATE _vri_^"� 4 9 - - ---------------- - — LEGEND PROPOSED CONTOUR - --- ---- ..J 7g PROPOSED SPOT GRADE lu GX l iIYV CONTOUR IS �O LetlOf 6� X. Zi TEST PIT i� 1 � V 1 Lk - 67 GA�SI TAIVG TTr�, Church",fit 29,260t5F r G ���� D OVERHEAD VARIES U�a sr LOCUS taIAF N.T.S. a ru Uj -- - - GENERAL NOTES: I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE ^E51GN ENGINEER. 2. ALL WORK AhD MATERIALS SHALL CONFORM TJ THE REQUIRCMENi5 OF THE STATE EN, CODE, TITLE V. AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT ;+_ REQUESTED BELOW: �� �Q�, 11 LOCAL REGVIL,'1ION- 150-SETBACK REQUIREMENT-WELL TO S.AS: J03, �'`\` i - t �e r ( t site) o P P see s.d. , A 4 ' variance P,ivc e S sub•ec ite` ! ro o S• fora iD3' settsack. " a 3. THE SEWAGE DISPOSAL S STEAi SHALL NO BE SACKF{LLEO PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE a..0 EXIST, � � DESIGN ENGINEER. tivELL EXISTING OVERFLOW O. SU I TO BE REMOVED 4. ANY CONDITIONS ENCOLNTERED DURING CONSTRUCTION DIFFERING �w FROM THOSE SHOWN HEREON SHALL BE REPORTED T, THE DESIGN I`� S''1/� .. y K (SEE NOTE l ENGINEER BEFORE CONSTRUCTION CONTINUES. `. (S I) ` Q92 j 5 ALL E;.EvATiO.NS BASED ON ASSLI►iED DATUm. REMOVE & REPLACE 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF T,®. (( ��.a g PAVEP�EN T AS REQ'D THE CONTRACTOR OR OWNER TO NOTIFY THE L DCAL BOARD OF g f + HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. r PRIVATE WELL SUPPLY PF!C•vtDED BY R 9 f 7. WATER S P c A �? ILI t WITHIN 1.,C` OF 'HE S.A.... 19� mYza¢� a so A I1 V m �C T * 3, EXCTHEEPT WELL ON LOCUS `CH LOCATED PROPOSED S.A.S. Y �a�^ �A�p� 9 0 S. ALL AREAS DISTURBED DURING CONSTRUE'ON SHALL BE RESTORED BE1�lLrHlVFARA: `Q& -_ SO TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. rJ - ��� 0, 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY \ A� I�.� -- �Ir VEN THE cLOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING DAnM ` .. o 0 �F p��s CONSTRUCTION. �1 �r 11. WHERE REQUIRED, CONTRACTOR SH.AIL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5 FT- ON ALL SIDES OF THE S.A.S. TP.--1 o pcTER T. ktaD REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). EXISTING CESSPOOLS I i I�CENTEE TO 3E PUMPED, Fx CIVIL ' © O lY7 O V) No. 35109 ail LEC YV/SAN.Q 0 I d EXISTING CESSPOOL 'G ED 0 O TO BE REMOVED -7_ = < y TANK TP72 �UJ \ FLOOD PLAIN DES19NATION O L - [ M Parlel No. 250001 0011 U t;or unity- r tsop Revised: July 2, 1992 Zone "C -N52"4,�3f3` - ..o.�a:. N52'45`30°'Vlf PROPOSED SEPTIC SYSTEM UPGRADE U E, WEST BARN STABLE, M -- LM _ AVENUE, ES -I o ✓- ,. " ._. {.. tl...f James C Q e, MA 02668 .. 1 �0 LOMB AR -- _ Prepare or: Ja I �Cy, i50 Lombard Ave., W. Barnstable, ` ; - �' " > US Engirseering by: Surveying Dy: SCAI E DRAVtFi JOB. NO. 9'9 �,o D g ; HOOD SURVEY GROUP 1"=20' P.T.M. 131-07 J C �� � �� AVENUE I For®date rMA g02�a Sand xh, MA 0-2563 DAB CHECKED SHEET NO• � t Z (508) 47?-5313 (508) SM-1090 5/15/07 P.I.M. 1 Of 2 I - NOTE: TO PREVENT BREAKOUT, THE PROPOSED F.G. EL: 97.70(MAX.) FINISH GRADE SHALL NOT BE < EL:94.7 T.O.F FOR A DISTANCE OF 15' AROUND THE EXISTING F.G. EL: 97.5%P(EXISTING)(EXISTING) � F.G. EL: 98.0tt VENT PERIMETER OF THE S.A.S. MAINTAIN 2% MIN SLOPE OVER S.A.S. 36" MAX. COVER 4" SCH 40 PVC PERFORATED PIPE WITH SCREW CAP SET TO WITHIN 3" OF FINISH INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX TO 3-500,GALLON LEACHING CHAMBERS GRADE TO SERVE AS INSPECTION PORT. TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE IN SERIES WITH STONE ALL 11 SIDES INSTALL RISER OVER CHAMBER rA L =5' L-23' max. ONOFLAN AND SET FWISH GRADECOVER PVC - ( )4" SCH 40 PVCMIN.) 10" -2" LAYER OF 1/8" TO i/2" 1a" ® S= 1% (MIN.) 6 ® S= 1% (MIN.) ®® as DOUBLE WASHED STONE ®ate ®®48" LIQUID 2' EFF. DEPTH ®,13130LEVEL INV.=94.60 INV.=94.43 S.2' 4' 3/4"-1 1/2" 90 CAS D-BOX DOUBL WA HBA-'fLE _ STQNF INV.=94.65 t FhtC FIVE WIDTH13.2'TIE IN TO EXISTING SEWER OUTSIDE HOUSE PROPOSED 1500 GALLON SEPTIC TANK INV.=94.20 INV.EL.=96.20t NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.=95.3 -BREAKOUT ELEV.=94.7 PIPE INVERTS PRIOR TO CONSTRUCTION. INV. ELEV.=94.20 a®aaaa B®®E3019 389 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL a®®aaaa®aaa AND TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=92.20 3 x 8.5' = 25.5' 3' SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 3' 310 CMR 15.221(2). 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 31.5' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. T.P. EXCAVATION OR G.W. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE LEACHING SYSTEM SECTION AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W. ENCOUNTERED r BOTTOM OF TP EL: 86.5 (TP-1) SEPTIC SYSTEM PROFILE N.T.S. 1 (3) 5" DIA.OUTLETS 15.5" -I f'---"I 2" --� DESIGN CRITERIA 1e,5" �- 0 12" DECK. O1 � NUMBER OF BEDROOMS: 4 BEDROOMS e" U! 'A SOIL TYPE: CLASS I " o SOIL LOG DESIGN PERCOLATION RATE: 2 MIN./IN. H-10 LOADING 2° ' po DAILY FLOW:. 440 G.P.D. 'r1 �, ) 0 Z� DESIGN FLOW. 440 G.P.D D BOX / ' _ z DATE. APRIL 20, 2007 P 11,712) GARBAGE GRINDER: NO �-1 SOIL EVALUATOR: PETER T. MCENTEE P.E. LEACHING AREA REQUIRED: (440) = 594.6 S.F. j- f WITNESS: DONALD DESMARAIS - HEALTH AGENT 74 KE3EE3 ® ®®®® PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY / / �� Elev. TP- 1 Depth Elev, TP-2 Depth ®®®®®®® 37" ,®®®®®®® / �y 97.5 °" 97.4USE 3-500 GALLON LEACHING CHAMBERS IN SERIES ®®®®®®® / / O FILL FILL Z 96.5 12" 96.4 12" SIDEWALL AREA: 2(13.2' + 31.5') X 2 = 178.8 S.F. m A LOAMY SAND LOAMY SAND 9s.1 , 102" 72.4' 10YR 3/3 15' 10YR 3/3 BOTTOM AREA: 13.2' x 31.5 = 415.8 S.F. -0 LOAMY SAND LOAMY SAND \ � - ss.2 B 1s" TOTAL AREA: 594.E S.F. C�� I I 4" KNOCKOUT J, 10YR 5/8 10YR 5/8 20" DIA. COVER I � I 94.7 O 34" 94.4 36" DESIGN FLOW PROVIDED: 0.74(594.6) = 440.0 G.P.D. KNOCKOUT O/4' KNOCKOUT 62" 92. In W 44 PROPOSED SEPTIC SYSTEM UPGRADE 4" KNOCKOUT 56,. F-M SANG F-M SAND 150 LOMBARD AVENUE, WEST BARNSTABLE, MA D I 2.5Y 5/6 2.5Y 5/6 Prepared for: James Clancy, 150 Lombard Ave., W. Barnstable, MA 02668 (n I Engineering by: Surveying by: SCALE DRAWN JOB. NO. 500 GALLON CAPACITY, H-20 LOADING - - -1 86.5 132" 87.9 1126" EnglneedngWorhs HOOD SURVEY GROUP N.T.S. P.T.M. 131-07 CHAMBERS p NO GROUNDWATER OBSERVED 12 West Crossfield Rood 18 Route 6A S"A,S. LAYOUT PERC RATE <2 MIN/IN. ("C" HORIZON - TP 2) Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. NA& (508) 477-5313 (508) 888-1090 5/15/07 P.T.M. 2 Of 2 t LEGEND Q 78 PROPOSED CONTOUR `J i 79 PROPOSED SPOT GRADE y``�e~ <q�N°� Loct s`' UJ ._. ,' EXISTING CONTOUR �"°� CPtlar��Fr°� a _ 7 j% TEST PIT l/ /,/� Church St APN 155- 1 1 / G„RAGE Q EXISTING WELL 29,280±5Flu O.I I,t :........_........ OVERHEAD WIRES RO�Te s 'es 11 �0 Po �P�O LOCUS MAP N.T.S. /00 Nin m i ru z `I lin '$ % �� l GENERAL NOTES: ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,I ? • �1 �� 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. § 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS EA t to OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE R '� \ 4 LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: C�9 103' k 1) LOCAL REGULATION: 150' SETBACK REQUIREMENT-WELL TO S.A.S. y qn � 3, f ~TM A 47' variance, private well (subject site) to proposed S.A.S., �y for o 103' setback. 77 O // / j /' /�/ j r 4 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR J EXIST. /// �• �` TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE EXISTING OVERFLOW DESIGN ENGINEER. WELL No. 150// / �, TO BE REMOVED 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SEE NOTE 11 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN / 1/2 STY• / x g 0 Y" ) ENGINEER BEFORE CONSTRUCTION CONTINUES. 9 i 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. %r ' / �/ 2j ' REMOVE & REPLACE / � M \• � , 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF T:O. 100.56'% / 9$.79 PAVEMENT AS REQ t7 kTHE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF /�; �� I � -I• HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 9Q / 7, WATER SUPPLY PROVIDED BY PRIVATE WELL. 9p �'� /` ,.%� ! ./ ; f 4"/ SEWER,, U_ T �� XQ 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S. t , INV.=96.20 1 0 EXCEPT WELL ON LOCUS WHICH IS 136' FROM PROPOSED S.A.S. 9 .-- = 1 BENCHMARK: `�� — l 9 O ( ' 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED �• TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. CORNER OF BOTT• STEP - �> >Q 9 � 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY Q• 1:' t VENT THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ELEVATION — 100.00' �, (A95UMED DATUM) c t 0 �f MQS CONSTRUCTION. I I 't ��� fg� 11, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS a :' 0 Q CyG IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. I W s " fP•_1 i (n o PETER T. AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). t EXISTING CESSPOOLS ,ti <� f ; O m .' McENTEE j � TO BE PUMPED & -- ._ _ -7 4:.. I �i v CIVIL ' i N l0 ,.FILLED W/SAN.D_ -" - r 1 0 } '(n No. 35109 °. "i EXISTING CESSPOOL f ;ROPO ED O D R£ 93, TO BE REMOVED ``-`SEPTIC TANK 1, 2 N 4 £ CIS �G� c 1 ` X ` -= 1 I{ 1 NA FLOOD PLAIN DESIGNATION O a ` .� Community-Punel No. 250001 0011 D Map Revised: July 2, 1992 f - �� Zane „C„ `N52'4a'30%V/ ti 27r.0 / W N,5204+5'30"W PROPOSED SEPTIC SYSTEM UPGRADE 150 LO M BARD AVENUE, WEST BARN STABLE, MA ,w 9 Prepared for: James Clancy, 150 Lombard Ave., W. Barnstable, MA 02668 D O EIIOE or Pi Rif Ml'NT 6 q < st �� 0S Engineering by: Surveying by: SCALE DRAWN JOB. NO. ?91 K OD �9 EngineeringWorks HOOD SURVEY GROUP 1"=20 P.T.M. 131-07 W C LO M BARD AVENUE 12 West Crossfie0 Road 18 Route 6A -� DATE CHECKED SHEET N0. D Forestdale, MA 02644 Sandwich, MA 02563 z 5/15/07 P.T.M. 1 of 2 p � (508) 477-5313 (508) 888-1090 LEGEND PROPOSED CONTOUR W 1 79 PROPOSED SPOT GRADE ��` ° `q Locus: I V F EXISTING CONTOUR ED TEST PIT r APN 15 5- I I GARAGE/ ® EXISTING WELL Church S, 29,280±5F Ro Ffi.W .... ....... OVERHEAD WIRES liTe LOCUS MAP N.T.S. C 1 1 Ln CIO tz t ca 1 r GENERAL NOTES: t —' �j 1. ALL GRANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL E • BOARD OF HEALTH AND THE DESIGN ENGINEER. lh1 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS e5 k to OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE t y 1 LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: g�R 70,3' } y } 1) LOCAL REGULATION: 150' SETBACK REQUIREMENT-WELL TO S.A.S. �r A 47' variance, private well (subject site) to proposed S.A.S., J i �03• P for a 103' setback. H NOT BE BACKFILLED PRIOR DISPOSAL SYSTEM SHALL O / 3. THE SEWAGE DIS OS L EXIST. � TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE WELL / / �t EXISTING OVERFLOW DESIGN ENGINEER. --� NO. 5O �' TO BE REMOVED 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SHOWN HEREON SHALL BE REPORTED TO THE DESIGN �' FROM THOSE SHO E z NOTE 11 / ,� (SEE O E ) CONSTRUCTION CONTINUES. /I I�2 STY.; 9 I ENGINEER BEFORE r 9 i 5. ALL ELEVATIONS N5 BASED ON ASSUMED DATUM. % '2 L VATI F i ��/ REMOVE & REPLACE 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF T.O. 100.56 / 98.19 PAVEMENT AS REV ID THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF JA,; }t HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.6 f 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. SEWER,,:(s U T ,F I, AQ 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S. H {' I,NV=96.2'Q* ? 1 O EXCEPT WELL ON LOCUS WHICH IS 136' FROM PROPOSED S.A.S. I ''"99--_ - w' F ' 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BENCHMARK: 9�, I CORNER OF BOTT. STEP �> > t I' CIO TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. aI'„ii � VEN 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 0' {. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ELEVATION m 100.00 ' -'i ; 1 { (A85UM®DATUM) O CONSTRUCTION. t Q� 41 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS t TP,=1 1 G IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES M THE S.A.S. I _, i IO .m �o PETER T. AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). 1 N EXISTING CESSPOOLS I:.; -M McENTEE 1 ` TO BE PUMPED & - -' `.. _ _.._ _. a� ti. _ - Y"'.' O 0 �i v CIVIL 1. N ".FILLED _w/SAN.0..- . 1 r _ "L O ' No. 35109 °_. �' ` " EXISTING CESSPOOL _ ; ' Ep' Q a :D ', '4 RF ER�� 9� } th ti' TO BE REMOVED PROPO 1 �� G/�Z \� 2c1 Z ,, '' _ 3 �!' t S$ AL r<tJ� FLOOD PLAIN DESIGNATION " _SEPTIC TANK TP-2 i F ��N i' y. �` t Community—Panel No. 250001 0011 D t t Map Revised: July 2, 1992 I O Zone "C" i x N52*45'30W/ 27: N,5045'30°W PROPOSED SEPTIC SYSTEM UPGRADE 150 LOMBARD AVENUE, WEST BARNSTABLE, MA D �. .�. •_ R, � _ -. _. -"' -"" �190 9> Prepared for: James Clancy, 150 Lombard Ave.,.�..__...._....... W. Barnstable, MA 02668 =+.. ........ D O EDGE OF 9Q PAV'I EVtI"iT � F9 0S Engineering by: I Surveying by: SCALE DRAWN JOB. NO. ?9 M o �9 EngineedngWork HOOD SURVEY GROUP 1"=20' P.T.M. 131-07 � � CO 12 West Crossfie Rood 18 Route 6A D � Forestdale, M 0A 2644 Sandwich, MA 02563 GATE CHECKED SHEET N0. LO M BARD AVENUE p Z (508) 477-5313 (508) 888-1090 5/15/07 P.T.M. 1 Of 2 0 z�' NOTE: TO PREVENT BREAKOUT, THE PROPOSED T.O.F F.G. EL: 97.70(MAX.) FINISH GRADE SHALL NOT BE < EL:94.7 FVENT FOR A DISTANCE OF 15' AROUND THE (EXISTING) F.G. EL: 98.Ott PERIMETER OF THE S.A.S. EXISTING F.G. EL: 97.5%P(EXISTING) MAINTAIN 2% MIN SLOPE OVER S.A.S. 36" MAX. COVER 4 SCH 40 PVC PERFORATED PIPE WITH SCREW CAP SET TO WITHIN 3" OF FINISH INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX TO ';-500 GALLON LEACHING CHAMBERS GRADE TO SERVE AS INSPECTION PORT. TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE IN SERIES. WITH STONE AL SIDS INSTALL RISER OVER CHAMBER AN AND SET 4" SCH 40 PVC L -5 L=23'(max.) WITOHI I"IVN 6" OFLFINISH GRADE COVER J�A� 6' 4' SCH 40 PVC 4" SCH 40 PVC ® S= 2% (MIN.) 10• 2" LAYER OF 1/8" TO 1/2" Ia» ® S= 1% (MIN.) 716» =INV.=9S4� 1% (MIN.} ®a ea DOUBLE WASHED STONE A. ®aa a®a 48° LIQUID ®aa®a6a INV.=94.60 .43 2' EFF. DEPTH Ease®®® LEVEL3/4"-1 1/2„ INV.=94.90 r..As D-Box 4 5.2 4' 11 BAFFLE __ DOUBLE WASHED INV.=94.65 EFFECTIVE WIDTH = 13.2' SruNE TIE IN TO EXISTING 4' SEWER OUTSIDE HOUSE PROPOSED 1500 GALLON GEPTIC TANK INV.=94.20 INV.EL.=96.20t NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.=95.3 -BREAKOUT ELEV.=94.7 PIPE INVERTS PRIOR TO CONSTRUCTION. INV. ELEV.=94.20 ea a®eBi®WE a 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL aaaase e®19®a®®a a18 AND TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=92.20 3 x 8.5' = 25.5' 3' SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 3 310 CMR 15.221(2)• 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 31.5' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. T.P. EXCAVATION OR G.W. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE LEACHING SYSTEM SECTION AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W. ENCOUNTERED = BOTTOM OF TP EL: 86.5 (TP-1) SEPTIC SYSTEM PROFILE N.T.S. (3) 5" DIA.OUTLETS 1--=5" 16"---� F2" DESIGN CRITERIA iEl 12" IDIT�K Q, a,, NUMBER OF BEDROOMS: 4 BEDROOMS 15.5' e" SOIL TYPE: CLASS I 6" W � DESIGN PERCOLATION RATE: 2 MIN./IN. o �, SOIL LOG 2» DAILY FLOW: 440 G.P.D. ti-10 LOADING / I oZ DESIGN FLOW: 440 G.P.D D-BOX z A, DATE: APRIL 20, 2007 (P-11,712) GARBAGE GRINDER: NO xr.s 'j SOIL EVALUATOR: PETER T. MCENTEE P.E. LEACHING AREA REQUIRED: (440) = 594.6 S.F. WITNESS: DONALD DESMARAIS - HEALTH AGENT 74 D 0PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY ®®®® Q ®®®® C� Elev. TP-1 Depth Elev. TP-2 Depth ®®®®®®®®®lam® 37" f �1 0" 97.4 D" N MESSESSMME® c, 2 97.5®Q�®®®®®®®®® O FILL FILL USE 3-500 GALLON LEACHING CHAMBERS IN SERIES � (n 96.5 12" 96.4 12" SIDEWALL AREA: 2(13.2' + 31.5') X 2 = 178.8 S.F. h1 A LOAMY SAND LOAMY SAND 102" 72.4' ;0 10YR 3/3 15" 10YR 3/3 » BOTTOM AREA: 13.2 x 31.5 = 415.8 S.F. F- - - 1 U(AL AREA:96:2 B 96.1 15 GP� I � ( LOAMY SAND LOAMY SAND 594.6 S.F. +� KNOCKOUT ), O 10YR 5/8 10YR 5/8 DESIGN FLOW PROVIDED: 0.74 594.E = 440.0 G.P.D. I 0 I 94.7 34" 94.4 36 20' DIA. COVER 0 ° ( ) KNOCKOUT O/a° KNOCKOUT 62" 92, o Ln F.- 44» PROPOSED SEPTIC SYSTEM UPGRADE a" KNOCKOUT o "' 56" 150 LOMBARD AVENUE F-M SAND , WEST BARNSTABLE]f2 L 7­7D 2.5Y 5/6 2.5Y 5/6 Prepared for: James Clancy, 150 Lombard Ave., W. Barnstable, M Engineering by: Surveying by: SCALE DRAWN 500 GALLON CAPACITY, H-20 LOADING - - -j 86.5 132" 87.9 126" EngineeringWorkc HOOD SURVEY GROUP N.T.S. P.T.M. CHAMBERS L` A NO GROUNDWATER OBSERVED 12 West Crossfield Road 18 Route 6A DATE CHECKED S.A.J. LAYOUT PERC RATE <2 MIN/IN. ("C" HORIZON - TP 2) Forestdole, MA 02644 Sandwich, MA 02563 N.rs (508) 477-5313 (508) 888-1090 5/15/07 P.T.M. } rq _. .. a .-�1�;: '-.:.. 4' ......+.. - Y .... M'. r }.-3 X^';__ =r.�% r... v:- r_,.,,r. xu _-ir.;:fA^<',.. ..... ,. .z � ..-.:Y-• ,. ,. .- aw .,. ... . } .. >�' :. _.. .. `k i.• p:. .. _ ..• n. 1:..+...,�':F'.�$ �.w.i �14ti ., . >r.K. '.R,.�iti:. .:r Z. w e.,Y . .t':..u. . w .N+" �. X.,. .�:i . �+ . - i r _ V P r ✓ t } y i•1.x..'. .y y._....,..: :r ar:, ,,. '�: '-,.y. .: .: w' r.,. •..t`e* y '+" * .,}.,_:" - -...� ..:iv: ,.� a , - < . � { t s++ - _ ., w .. .s rqe w ra+M+ w_. s,.r.w r nk s-.im-� w •w r �.. ... .. r .t y. w-. _ , t - - - � �- . - r. w bB.- - :�4 :9......_. . ye...-.:':��„A. ^'A'.ais0•`^k:'.,a#".{.tea...P' 3:.?�' .,a a >K='.:j LEGEND �Y � dd ,.� Q 78 PROPOSED CONTOUR J 79 PROPOSED SPOT GRADE �``� °4 409 Npr LOCUS „ 1 U � m0 � .-'` EXISTING CONTOUR �p �edp,"��r°� � ,. r + < u ® TEST PIT APN 155- 1 1 % G e;` Church st ® EXISTING WELL 29,280±5F O.H.W.___ - OVERHEAD WIRES RO�Te s s — ---/00 �0 P��pFz� LOCUS MAP N.T.S. 'aNin j 1 .1 GENERAL NOTES: ' - - - 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL °� ; M BOARD OF HEALTH AND THE DESIGN ENGINEER. �'Z, 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE l �_ • LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: 3a II t m 1) LOCAL REGULATION: 150' SETBACK REQUIREMENT-WELL TO S.A.S. A 47' variance, private well (subject site) to proposed S.A.S., `o for a 103' seiback. go��� I 1�3' �4` �.1 2) LOCAL REGULATION: 100' SETBACK REQUIREMENT—WELL TO SEPTIC TANK. y} , 70 , f A 25' variance, private Well (subject site) to proposed septic tank, J / S .; � for a 75' setback. 3, THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR O / ;' /' !� TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE EXIST. i / j /' / EXISTING OVERFLOW DESIGN ENGINEER. WELL No• i 50/ �� TO BE REMOVED 4, ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING / f I/,L'STM' !f FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN / (SEE NOTE 11) ENGINEER BEFORE CONSTRUCTION CONTINUES, 992j 3 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. F/' { REMOVE REPLACE 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF / T.O. 100.56' , 98.19 ` PAVEMENT AS REQTHE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF / ' �`, PROPOSED HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION, 9F / ` /// 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. \. SEPTIC TANK } SEWER 'OUTLET RR 8, THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A,S, + I,NV:=96.2Qf *'10 EXCEPT WELL ON LOCUS WHICH 15 136' FROM PROPOSED S.A.S. I I BENCHMARK 9� 9 � 30r 0 i I' 9. ALL AREAS DISTURBED.DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. I 9 CORNER OF BOTT. STEP �> > — 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY \ ELEVATION 100.00' �' �4 �` ;0 i VEN THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING Q 1 �F N1 CONSTRUCTION, 1 (ASSUMED DATUM) t \ �F ; �� 1 1� qss "0 1 P\ 9�� 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS Q ? ' TP=1 �: Q.! .i, y�`� yG IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. 1 U., 1 1 to o PETER T. AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3), I b EXISTING CESSPOOLS f:;? 0 m� I; McENTEE TO BE PUMPED & _ -f �. ._ ! �� �4 CIVIL ' N \h FILLED W/SAND - ��-:� '��r�` i 'tn � No. 35109 TP-2' i Di A� RFC/SZER�� FLOOD PLAIN DESIGNATION }�I O I ' ,� Community-evsed:only No. 290001 0011 D MapRevised: Jul 2, 1992 Zone "C" \ N52045'30%Vi271:00'.- a �. 0•80, N,52045'30°W PROPOSED SEPTIC SYSTEM UPGRADE _ ~� .... F, 150 LOMBARD AVENUE, WEST BARNSTABLE, MA �DW o - EI -.- r-- 9 Prepared for: James Clancy, 150 Lombard Ave., W, Barnstable, MA 02668 .E Of 9 PAVffAENT' 96 g �r- st2 SS �S Engineering by: Surveying by: SCALE DRAWN JOB. NO. '91 �' CD 9 Engineering Works HOOD SURVEY GROUP 1"=20' P.T.M. 131-07 OD � 12 West Crossfield Rood 18 Route 6A DATE CHECKED SHEET N0. D z LO M BARD AVENUE Forestdole, MA 02644 Sandwich, MA 02563 p (508) 477-5313 (508) 888-1090 4/20/07 1 P.T.M. 1-of 2 F.G. EL: 98.0(MAX.) NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:95.0 T.O.F VENT FOR A DISTANCE OF 15' AROUND THE (EXISTING)IrtETING F.G. EL: 98.5%P(EXISTING) F.G. EL: 98.0tt PERIMETER OF THE S.A.S. MAINTAIN 2% MIN SLOPE OVER S.A.S. 36" MAX. COVER 4 SCH 40 PVC PERFORATED PIPE WITH CREW CAP SET TO WITHIN 3" OF FINISH INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX TO 3-500 GALLON LEACHING CHAMBERS GRADE TO SERVE AS INSPECTION PORT. TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE IN SERIES WITH STONE ALL 11 SIDES INSTALL RISER OVER CHAMBER ( ) SHOWN ON PLAN AND SET COVER WITHIN 6" OF FINISH GRADE 0 PVC - L =17' L 23' mox. 2" LAYER OF 1/8" TO 1/2" 4" SCH 40 PVC 4' SCH 40 PVC ® S= 2% (MIN.) 10 2® ea DOUBLE WASHED STONE ra^ ® S= 1% (MIN.) s ® S= 1% (MIN.) ®®aa�®a® 48" LIQUID INV.=95.08 INV.=94.91 2' EFF. DEPTH ®®®B®ea .... , 3 4 -1 1 2 . .. INV.-95.50 LEVEL Gyygg 4' 5.2' 4' / " / „ SA LE D-BOX DOUBLE WASHED INV.=95.25 EFFECTIVE WIDTH = 13.2' STONE TIE IN TO EXISTING 4" SEWER OUTSIDE HOUSE PROPOSED 1500 GALLON SEPTIC TANK p INV.=94.50 INV.EL.=96.20t NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.=95.5 —BREAKOUT ELEV,=95.0 PIPE INVERTS PRIOR TO CONSTRUCTION. INV. ELEV.=94.50 ®aaa® 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL a ®aa®a®a® ®aim®a®®®®®® AND TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=92.50 - SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 3' 3 x 8.$' = 25.5' 3' 310 CMR 15.221(2). 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH 31.5' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. T.P. EXCAVATION OR G.W. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE LEACHING SYSTEM SECTION AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W. ENCOUNTERED : BOTTOM OF TP EL: 86.5 (TP-1) SEPTIC SYSTEM PROFILE N.T.S. (3) 5" DIA.OUTLETS 15.5" -I ---� F2" DESIGN CRITERIA ,s.fi' 12" �, NUMBER OF BEDROOMS: 4 BEDROOMS 6" a• SOIL TYPE. CLASS I DESIGN PERCOLATION RATE: 2 MIN. IN. " D o 'A SOIL LOG 2„ DAILY FLOW: 440 G.P.D. H-10 LOADING I -n D D—BOX � � � 2,+ DESIGN FLOW: 440 G.P.D Z DATE: APRIL 20, 2007 (P-11,712) GARBAGE GRINDER: NO RM '� / �' SOIL EVALUATOR: PETER T. MCENTEE P.E. LEACHING AREA REQUIRED: (440) = 594.6 S.F. • 0 WITNESS: DONALD DESMARAIa - HEALTH AGENT 74 D GALLON CAPACITY r100Q ®®®® j j PROPOSED SEPTIC TANK: 1500 G L ®®®® � Elev. TP-1 Depth Elev. TP-2 Depth37"®®®®®® 0 �2 97.5 °" 97.4 °" USE 3-500 GALLON LEACHING CHAMBERS IN SERIE®®®®®® J O (� FILL FILL / T- 96.5 q LOAMY SAND 12 96 4 LOAMY SAND 12' SIDEWALL AREA: 2(1 3.2' + 31.5') X 2 = 178.8 S.F. 102" 72.4' 70 10YR 3/3 151 13.2 x 31.5 = 415.8 S.F. tOYR 3/3 BOTTOM AREA: �— — 96 z B 9s.1 1s" TOTAL AREA: 594.6 S.F. CPS I I LOAMY SAND LOAMY SAND 4' KNOCKOUT �, I I 94 7 C 10YR 5/8 34 94 4 ,DYR 5/8 36 DESIGN FLOW PROVIDED: 0.74(594.6) = 440.0 G.P.D. 20• DIA. COVER 'p 4" KNOCKOUT O/4' KNOCKOUT 62" 92, I o I w 44 PROPOSED SEPTIC SYSTEM UPGRADE 4" KNOCKOUT a 56, 150 LOMBARD AVENUE, WEST BARNSTABLE, MA D I F-M SAND F-M SAND 2.5Y 5/6 2.5Y 5/6 Prepared for: James Clancy, 150 Lombard Ave., W. Barnstable, MA 02668 I iA I Engineering by: Surveying by: SCALE DRAWN JOB. NO. 500 GALLON CAPACITY, H-20 LOADING 86.5 1 132" 87.9 126" EngineeringWorksr HOOD SURVEY GROUP N.T.S. P.T.M. 131-07 CHAMBERS I ^\ I--13.2'y'I NO GROUNDWATER OBSERVED 12 West Crossfield Road 18 Route 6A S.A.S• L!1 1/0 U r Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. x.r.s PERC RATE <2 MIN/IN. ("C" HORIZON - TP 2) 4 2Q 07 (508) 477-5313 (508) 888-1090 / P.T.M. 2 Of 2