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HomeMy WebLinkAbout0205 SANDY VALLEY ROAD - Health 205 Sandy Valley Marstons,Mills A= 101 — 073 TOWN OF BARNSTABLE Y LOCATION Z-09- Sao SEWAGE# a - I SJ 4� VILLAGE ni`uSASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 160c) RA I. i LEACHINGFACILITY:(type) ��,j� Z� (size) �>( a NO.OF BEDROOMS OWNER PERMIT DATE: 67 COMPLIANCE DATE: U/s �I 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 Ar A\: 2l � 11 z t Li s f� 59 135's�/c`fDoo r e ,;No. zoo /g-7 r Fee ,eo THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Z(pplitation for 30igpo!5a1 bp5tem Cow5truction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No.ZOS S Voao16 %• Owner's Name,Address,and Tel.No. l�►`t�dM�t �� � Mpavrojj5 MJLt!& oz446 ZOS sk►-NkN4kAtA (et. 1KAfi51� S&.' V I, Assessor's Map/Parcel 101 cle4 ffi Installer's Name,Address,and Tel.No. l5�$JZ7�e'�Osy Designer's Name Address and Tel.No.Fal, Y'iN�l,ro✓le� � iZ k/LS�cY'Ogll'e��+Z�.Freg��VwW. ��yy tEpac-S'KjejVS Cb 4-1 Type of Building: Dwelling No.of Bedrooms Lot Size 2217C&1: sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33C3 gpd Design flow provided gpd Plan Date 9�®� Number of sheets �. Revision Date Title J Size of Septic Tank dC)Q Type of S.A.S. G,^4L� C141)r7bf4J . /C`bKJL Description of Soil Ong Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro ntal Code and not to place the system in operation until a Certificate of Compliance has been issued by this rd Healt . Signed Z. Date $- Application Approved by •S Date �e 6 Application Disapproved by: Date for the following reasons Permit No. ��j p�j !S Date Issued 6 �� 4 "�•�)+v�•� � , . ® __ erg` ..w� .. � - t� lz- No.74 d f Fee i 4 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: --PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS "Yes ZIppCicatiou for Migo al *p!tem Couttructiou Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No.ZO!5- i14mt lam• Owner's Name,Address,and Tel.No. w t k\ dW ��V ee � r�ea�c,us ri.ius OZC�48 Szh�ydkAt �L. rA-A(s� /O/ a�s I�I.S Assessor's Map/Parcel � boy Installer's Name,Address,and Tel.No. Designer's Name Address and Tel.No.chli LC%riN Wa�kS I t„e51cvrng e.l� e�.F�� ��wa. y CR�c S1`gveNS ' 7( btnr�St s 1,n►tag o2�Yti 500-Y77-5313 Type of Building: f - Dwelling No.of Bedrooms Lot Size Z217(:6— sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3SO gpd Design flow provided gpd Plan Date �j�9�`I Number of sheets e? Revision Date Title Size of Septic Tank 6>0© Type of S.A.S. 2��y �j�L^ C�,n+'1���L �. /�'�jpN� Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro ental Code and not to place the system in operation until a Certificate of Compliance has been issued by this 95r ealt Signed 1, ; Date S Jl Application Approved by / •S Date ` /t 6 J Application Disapproved by: Date for the following reasons Permit No. �-U O S _ Date Issued ef-v �14 6 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (Upgraded ( ) Abandoned( )by (L^/a /y 9 ifN at 2rj-c' � L//f u 9/) has been constructed in accordance with the provisions of Title 5 and e for Disposal Sy em C.-Construction Permit No. 1001— / s q dated l 4 6 Installer �1 V f Designer LF tJ Gi t ti $-ex IV #bedrooms Approved design flow 3 y 1 gpd The issuance of+tht pes ernut sliall not be colstru d as a/guarantee that the system will fun`tion a designed. Date �" lV- rE Inspector r U s v t No. Z,5)oq'' IS ? --------- ...,_ . _ __ _ ___- ---------_ . . . -- -----Fee IdLly.�--""'"`---._ THE COMMONWEALTH OF MASSACHUSETTS - - - PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Mgw6al *potem Conn5tr-uctiou Permit Permission is hereby granted to Construct ( ) Repair (1<) Upgrade ( ) Abandon ( ) System located at O A feO 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: Con 7;7,,;-, ' t be completed within three years of the date of this permit/ Date , Approved by i No. Fee 'Z BOARD OF HEALTH TOWN OF BARNSTABLE application jFor Yell Cougtructiou Permit Application is hereby made for a permit to Construct(v< Alter( ), or Repair( ) an individual well at: S*,J,/ Qa l(cv Rd M. M. Location-Addresg Assessors Map and Parcel .2o S S4.J V/ Va&Y Rd— /NG f8�i�5 Nt ��S r`t q• Owner Address 4eNJAJ/S SCo.6JNt lak oeathIS Rd MVJI,,4e1 A40 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well `/ )00 C Capacity Purpose of Well O w`y 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 Co m nce as been issued b the Board of Health. p Signed .C .> � y D Application Approved By � Date Application Disapproved for the following reasons: Date Permit No. �V�"'�^l �V' D Issued Z Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(✓, Altered( ), or Repaired( ) by De.vnu$ iu&r I/ n I Installer/ at o 05 saojy L)C,1 Y ITtl MaiS�0 JS Mt C C IMa has been installed in accordance with the provisions of the Town of Barnstaple,Board of Health Private W 1 P otection Regulation as described in the application for Well Construction Permit No. W Z'l�✓(/( Dated ? THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. Fee BOARD OF HEALTH 2t_ k TOWN O'F' BARNSTABLE.a ZIppYtcat on f or Veff' Cou!6truction Permit k ' f A lication is�hereb. made for a permit to Construct v Alter'O p O h r r pp y r p f ( Y or Re air ari individual well at: . o-.; z d o 5 Scs«�c �/ L3 f �t��/ dc�" qLocation-Address Assessors Map and Parcel /� / / l.)( ��/oM 1J!' �' JO$ SGKC1l� 'L)"`ffiYJ"`.,.R.J,/'ti6TSFi�.✓5. .eUl1fl`c"m$ Owner ` Address JpA.)AJr5 sc,6.NNe U-%YY ' Installer-Driller Address Type of Building Dwelling ��-'.. �_..�.-...r.:] .:.�. 4 _ .,_. -<.,-as..._ f..'--.: ...,..a�:,- ..•w�:-.s.,....aM i :..:'"'r. .y',+.:. .s^ '.''r4' .-.-.',y::--. a_�' .r.,' �--'#: -,y Other-Type of Building No. of Persons Type of Well l'L) Capacity Purpose of Well !r f/q a ! /o w 0 w y 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 Certificat of Compliance has been issued by the Board of Health. Signed t..H.•r /�c'o' / r��/a l x � Date Application Approved By Date s (r Application Disapproved for the following reasons: / Date �4 -^^;:ata�vc,.awe,-�S.".=x<<zw•=-,-. a.. t�s!yr ys•..�u k' F :... Perinrt No. 'Issued .,.•.... - : -. - � ._ .- - - Date .. ------ -------- ----------- �— �me Dee a—�— ----�� BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance k J THIS IS TO CERTIFY,that the individual well Constructed(w<. Altered( ), or Repaired O ' by �4rL h.f �1 ' ff Installer / t at 20$ San.cly LkA lt'v ✓ d ,ur,�sfc7c, s /+-r+/ //� "a has been installed in accordance with the provisions of the Town of Barnstable�Bo,arrd'of Health Private Well Protection , "i I' Regulation as described in the application for Well Construction Permit No. ���/t tea 0 Dated 7 �- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector m - ... --_ - - - --_ - - - ---__-..n�. .. ._.�__.e -• BOARD OF HEALTH TOWN OF BARNSTABLE Vern Cow6truction Permit L No. vv ''n 1 b Fee r 1 s Permission is hereby granted to /)I-ti^' S SCo/v Ali? l Installer a O�to Construct v Alter O, or Repair( an individual well at:/ t No. r( / Street / as shown on the application for a Well Construction Permit No. v4���i '���� Dated ''r/ 7 f Date ! { Approved By t is IV u'r ✓1 vu( YY I� 163.05' _r w EXISTING WATER SERVICE TEST PIT g --- 94 /i /`SJ� o�Yv N BENCHMARK L( -x- c w 9-654 o `' 3 i / S 9, 12 X. 95 p i� o ;GAK G / N I o x 9 �30 I \ VENT , 6,0. 52 Jr / v � GARAGE'/: I GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUS' Lam' _ BOARD OF HEALTH AND THE DESIC i� 01 0 X GS mil' a Tf .T2,��� �00,3j� j o 2. ALL WORK AND MATERIALS SHALL -C( C / // / �G �OCAL THE RULESSTATE AND ENVIRONMENTAL REGULATIONS CODE -EX( N O O I I _- SH D :.l I BC0'42 1 310 CMR 15.405(1)(b): Tp.l 1 m w I �� 1) A 1' variance to the 3' maximu//` _ 198,88 of ST CEIVER �� GS I w than 4' of cover. S.A.S. shall 6.e p rn SJ I 3. THE SEWAGE DISPOSAL SYSTEM SF d co i�/ o X 99 25 C in cV TO INSPECTION AND APPROVAL BY 1 N/� I —99 , ,c DESIGN ENGINEER. C' I ri in f O i ;CELLAR FLOOR EL PAVED I I 4. ANY CONDITIONS ENCOUNTERED: DI FROM THOSE SHOWN HEREON SHA M j/��//f j/ 1� �g p DR7VEW I N ENGINEER BEFORE CONSTRUCTION- S TING /// j,U ��--_ ' Z 5. ALL ELEVATIONS BASED ON ASSUM ,LOT 11 ��� HOUSE C� \ 6. THE DESIGN ENGINEER IS NOT RE`.22, 706E S.F. r /TOF=1&.205), 6fi , b� t THE CONTRACTOR OR OWNER TO I ,/ �J / ' HEALTH FOR PROPER INSPECTIONS /{//Qp / O l 7. WATER SUPPLY PROVIDED BY TOWI Parcel 73 // ;r; 105,3zz \ t 8. THERE ARE NO WELLS WITHIN 150 ^�L /N� NC HC 8� �H0 •5Q 9. ALL AREAS CLEARED FOR CONSTRI X 9,50 S0 / = WALK 104, K` 0 AGREED UPON BY OWNER AND CO 8L'66 DW -a DIRECTED BY THE APPROVING AUTI (�0-------- I 1, 1 AMp +f \� 0 10. IT SHALL BE THE RESPONSIBILITY I ( \ \ \ I \ x �� OF Mqs� THE LOCATION OF ALL UNDERGROI �CCD �Q\ 9Cy CONSTRUCTION. 5,23 PETER T. G� 11. WHERE REQUIRED, CONTRACTOR S — ' lid ��' D Cl� CGS McENTEE IN THE AREA BENEATH AND FOR.. _ D \ v CIVIL "' REPLACE WITH CLEAN SAND AS SI S I No. 35109 12. AREAS REQUIRING STRIPOUT OF UN' $TEEhcO ��� INSPECTED BY HEALTH DEPARTMENT PF \J S L \� 13. THIS PLAN IS TO BE USED FOR SE / _—— — IS NOT TO BE CONSIDERED A PROPER' 104{ -L=20:�5 _ 155.36' x �7,56 x lOS 15' I _ O,OD 71, R=80.00' —�o - - N 6�5.23'58" w UP PROPOSED SEPTIC SYSTE t 5,93 � ,36 1 , 10s- 1�'�2 p4 0469 205 SANDY VALLEY RD I . M, edge of pavement co D D �o o EDP Prepared for: William Dineen, 205 Sandy Val CL SANDY VALLEY ROAD Engineering Works, Inc. b g ,p 12 West Crossfield Road, Forestdale, MA 02644 (508) 477-5313 Town of Barnstable Regulatory Services >i Thomas F. Geiler,Director W' Public Health Division Thomas McKean,Director 200 Main street,Hyannis,MA 02601 Office: 508-862 4644 Fax: 508-790-6304 Installer&Designer Certification.Form Date: Sewage Permit# 2M- I i Assessor's Map\Parcel Designer: �n�+'/l���i 6,-A 'k, 't- Installer• Address: /Z W' '�s'—'�' Address: On G r�G sus was issued a permit to install a (date) (installer)septic system:at ?6 5- So)ng�y Ual=! 424` M M based on a design drawn by (address) �(-el /oc 614-� 00 � dated Z-71 0 (designer) _X 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-bui y designer to follow. pA OF M4,yS�F' r PETER T. �u'R, MCENTEE (Install '.s Signature) CIVIL & No.35109 � c7 �G/S-f N4�` (Designers Signature) (Affix Designers Stamp Here) PLEASE. ;:RETURN. TO BARNSTABLE PUBLIC .HEALTH DIVISION. CERTIFICATE__ OF COMPLIANCE WILL NOT BE .ISSUED.UNTIL BOTH THIS FORM AND AS-BUILT .CARD ARE RECEIMIW THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc i TRANS.NOI.f ; CITY/TOWN: .APPLICANT: ADDRESS:. 205- DESIGNFLOW: 33. 9Pd REVIEWED BY: DATE: �l N/A. O NO: Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] Locus Provided [310 CMR 15.2204(t)] Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) [310 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(f)] daily flow septic tank capacity(required and provided) soil absorption system (required andprovided) l% whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] f Existing and proposed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and (i)] Location and date of percolation tests (performed at proper t/ elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Address Sheet 1 of 7 N/A OK NO Location of every water supply,public and private, [310 CMR 15.220(4)(k)] within 400 feet of the Y s stem location in the case proposed of surface water supplies and gravel packed public water supply s �' p p p Y within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within.50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.220 4 m if water line cross see 310 CMR 15.211 1 1 Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor (required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] L/ Test Holes adequate (two in each of the primary and reserve l le trenches aspermitted.in 310 CMR 15.102 2 or as unless ( ) approved for an upgrade under LUA at 310 CMR 15.405 1)(k)] Test hole adequate to demonstrate four feet of suitable material? [310:CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220 4 )] Materials..specifications noted? [various sections of 310 CMR � 15.0.00] System components not> 36" deep (unless Local Upgrade Approval or LUA requested),[310 CMR 15.405 1(b)] Address Sheet 2 of 7 Y- N/A OK. - NO. r � WIN R Size OK? [310 CMR 15.223(1)] 4/ Irlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 / CMR 15.232(3)(0] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade - one port for systems<1 000gpd, two for systems>1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR / 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done [310 CMR 15.221(8)] i H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] Required when other than single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 100% n daily flow [310 CMR 15.224(2) and 3 ] "U"pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] Address Sheet..3 of 7 ` II N/A OK NO - »3 r , Located at least ten feet from any water line? [310 CMR 15.222(2)] v Disposal piping at least 18' below water line (when water and sewer cross, see 310 CMR"15.211 1 [1J) Cleanouts required/provided ? [310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)J Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches / and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] Siphonproblem/(leachfield below pump chamber) Endca s or vent manifoldspecified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 1.5.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed Stable compacted base [310 CMR 15.221(2),and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b Minimum sum 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd / [310 CMR 15.232(3)(d)] _.. IM > _ ,••,. � c. r ,. Capacity emergency storage\ ptY( above working--design flow)? [310 CMR 231(2)] Proper setbacks [310 CMR 15.211 same as septic tanks)] Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep with piping, disconnects accessible Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and 8 ] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ? Provided? [310 CMR 15.221(8)] Address Sheet 4 of 7 N/A OK NO Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(l)] Required separation to groundwater? [310 CMR 15.212)] Aggregatespecified as double washed [310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole (if>2000 gpd must be to grade) [310 CMR 15.253(2)] Aggregate 1'minimum- 4'maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 sq. ft [310 CMR 15.253(6)] w Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet-maximum length [310 CMR 15.251(1)(a)] Minimum separation 2x effective depth or width whichever pp greater(3x if reserve between trenches) [310 CMR 251(1)(d)] l Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] A; minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6"minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10'minimum. [310 CMR 15.252(2)(0] Bottom area used in calculations only [310 CMR 15.252(2)(i)] Address Sheet 5 of 7 N/A OK NO Pressure Dosed'System ? Provided pump and piping r calculations as required 310 CMR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] If used in gravelless system -make sure jet is directed as not to scour soil interface [Guidance Document] Inspections once per year (systems<2000 gpd) or quarterly (>2000 d) good to note on plan [310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by designer [310 CMR,15.255(2)(b ] Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CNR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2)(e)] Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a co y of a maintenance Are the variances listed on the plan? [310 CMR 15120 (4)O] RLS Stamp necessary on plan if a component is within five r feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414] iAddress Sheet 6 of 7 _p a N/A OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone H for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CNM 15.216(1)] Pumping to septic tank ? [ 310 CMR 15.229] Shared System [310 CMR 15.290] Address Sheet 7 of 7 I Town.of Barnstable P# Department of Regulatory Services ublic:_Health Dvis><on. a6� .200 Main Street,Hyannis MA 02601 Date Scheduled TimeJ Fee Pd. ) F Soil Suitability Assessment for Sewage Disposal Performed:By: e ' a"i =Lin - )5y Z— witnessed By: in,., W LOCATION&:GENERAL INFORMATION Location Address --' Owner's Name �2q�� `,�. 1.'tA SvIS rI�S� MA_ Address 1-5 `� , d`"J Assessor's Map/Pareel: ,4 J —Q '� 'j Engineer's Name NEW CONSTRUCTION _ REPAIR �. Telephone# -7 Land Use w Slopes(3oj 16 Surface Stones �- - " Distancesfrom: Open Water Body > ?SCS' ft Possible Wet Area. ft Drinking Water we 1 1, _ Drainage Way ft Property Line l Q ft'. •Other Wg a - r1 SKETCH:(Street name'dimensions ofaoL exact locations.of testholes&perc tests,locate wetlands?n proxi 'ty to holes cn c' s� M. l� �Q�SV �� Parent material(geologic) Depth to Bedrock Depth to Oroundwater. Standing Water in Hole: /J� Weeping from Pit Face Estimated Seasonal High Groundwater 2 0 t DETERMNATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: —__-- In, Depth to soil mottles: Depth to weeping from side of obs.hole: In, Groundwater Adjustment ft. Index.Well.# Reading Date: Index Well level Adj.&ctor„�, Adj.Groundwater Level„9 PERCOLATION TEST Date '�yme Observation 2" Hole# Time at 911 Depth of Pero r 6 o Time at 6" Start Pre-soak Time® Time(9"-6") - c End Pre-soak .G, 2 � Y�l"".u4-ems Rate MinJlnch. , 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:X.SEPTICIPERCFORM.DOC DEEP•OBSERVATION HOLE LOG HOW.0 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munse11) ottling (Structure,;Sto Boulders. M nes; lders. Z-: f fL - _. gravel) Lo C,' M-C. 'S"J. 10 y YZ-F/y '?.2,9rwi g�- 13k C z DEEP OBSERVATION HOLE LOG " Bole# �- Depth from Soil Horizon Soil Texture ,Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.. . Consistency.% S L �6 " 3 a �. C Z DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizod Soil Texture.` Soil Color., - Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cqnsistengy.` O. . .e ..+.fib+ O'•• 'ny ' DEEP`OBSERVATION`:HOLE LOG' Hole# Depth from Soil Horizon Soil Texture :; Soil Color Soil Other- Surface(in.)' " (USDA) (Munsell) Mottling I (Structure,Sto6es;.aWders. on Flood Insurance rite MR:: Abdft iIQO'year flood boundary No Yes. , :. Vit.�In`500 year boundary . . into Yes... Within l0o year flood boundary No Yes DeDth of Naturally Occurrine:Pervious Material Does at least four feet of naturally occurring pervio s tnaterial exist in all areas.observed throughout--the area proposed for the soil absorption system?`' ` eS If not,what is the depth of naturally occurring•pe . ious matertal? Certification l ��.a I=cerhfy that on- _-(date)I have passed:the soil evaluator examination approved by the; Department of Environmental Protection and that the above analysts was performed by me consistent with the required tr F xperhse and ex 61 perience desch in 10 CMR Signature; Date .: ' Q.NN$Eo nC�PERCFORM:DOC " °" NO A.M. 48-3 TE. SEPT. ON Ii ti� 4 A.M. 73 63.ps, WITH / AREA= 22,688.t sq/ft IP (fnd) ° HSE3 % PRaplTIoN 4 o �205 �, AD i tih /* e by 6sf• A.M. 72 Op CB �'� �� '91,�+ 0 (fnd) 7, 01 �nd) 1 o ) GRAPHIC SCALE ?�. so o ,s so 6o. t20 O CB 1'� ( IN FEET ) (fnd ` F . t et - 1 b C, i Y y r v De (-. In 1 ....- -. Goof 1l .( 01 " 93 - �p Lb CAT ION S A G E PE RMIT NO. VILLAGE j� INSTA LLErR`S NAME i ADDRESS �B U I L D E R OR OWNER / c, kcOV1 DATE PERMIT ISSUED DATE COMPLIANCE ISSUED � �� ��� O to 0-7 No....�. �.2: ,� a FRs.. .................... THE COMMONWEALTH OF MASSACASETT6 BOAR® OF HEALTH Town Barnstable ..........................................OF.................................................................. Application is hereby made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal System at: 02-65' , Lot_# 11.. a . s Mills It 111A ,..Va arsn ..................................,_.........----------------------------------...... L nA rs . Id,N Caricorn Reacfg ._ ust 765 Falmouth R °Hyannis _ p _ : --------------------------- ..........--...................................................................................... w Steve L e b el Owner Address ..................................................................••--•--------...... .....----•-----•......----.....-•---...........---...............................---.. Installer • Address Type of Building Size Lot._:.........................Sq. feet Dwelling—No. of Bedrooms.........................................Expansion Attic ( ) Garbage Grinder (N aOther—Type of Building r@QQ 7',........__..... No. of persons............................ Showers (2 ) — Cafeteria Other fixtures .._.... ------------------------------ ---•--------------------------------.-.............. WW Design Flow.......5-5...............................gallons per person per day. Tot 1 daily flow........330.............-............_gallons. a W Septic Tank Liquid capacity 000_.gallons LengtA!'6��...._. Width ........_. Diameter.. p De th5.. x Disposal Trench—No..................... Wide�.................. Total Length......6i......_...Total leaching area.... 5 _,.....sq. ft. Seepage Pit Not................... Diameter._._................ Depth below.inlet._......._:......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing^tank ( ) `-' Percolation Test Results Performed by...Eldrec ge Engineering 11-25-81 ..................................................... Date....................................... 1.-4 2 0 • p 12 p ground one encountedr- Test Pit No. 1....a..._...._.minutes per inch De th of Test Pit.__. '......_... Depth to ound wate>n....`. ................ f4 Test Pit No. NIA.........minutes per inch Depth of Test Pit11lA........._... Depth to ground water../-�............. e P ....................--... •-•----•-•----....._..---•-•.......r............---•------------•-------•-••----•----•----•-•••---•---•-...--•--••-••---•-.----- O Description of Soil......... 21_•----•-.loam & -tgpppil v 2 ' - 10 Niediu_m yellow sand -•-------------------------•--- ---------- •. .. .w 10' - 12' med. white $and traces off'-gravel1h ---watwr:__at-• 12' --------------------------------------------------------�-------------------------•-------------.---.--.---•------------------..------------ U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ---------------•-•........------------•--••-•••----•-•----•-•-•-----••...---••-••..............----...--•--•-----•. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance ha a issru by the boar f health. Signed •-- ---- -----------Pre s. _ .......................... Date ApplicationApproved By......... .------ . . .. ............................................. ........................................ Date Application Disapproved for the following reas ns:--•-•-•-•---•••---•------------•----•--•••--•••-•-••------•-••--•-•---••----•-••---•---•--•-•--•------.....•.... ---------------------------------------------------------•-------------•------------------.....----------••------....__...••--------••••---••------------•-------------•--••-•------•--•••----•-•------- Date PermitNo......................................................... Issued.....................................:................. Date No................_....... ` Fss..........................._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town OF.Barns tabl e ......... ................................ ....----•-•----------••-----•---......_..-----..........--••--------.................... Applirtt#ion for lligpviial Norks (Limitxnrtion ami# Application is hereby made for. a Permit to Construct (X ) or Repair (. ) an Individual Sewage Disposal System at Lot , 11 - Sandy valley Rd.Wiarstons Mills i. I-IA •-..--......:P—•� .....................i.. ........ •--..._.......-•, C-----.............--•-•-••-•-----------t'No...................................•.... Ca ricorn RI&9d ``t5%st 65 Falmouth Rdb �i annis --------------•------------•- ..... •-- ....................... -•--•-•••••••••--•--..............-•.......... --•-............................................... owner Address W Steve Lebel ;' a ,.a ••--.......---•--••-••••••••---•---------------•--•--•••---••-•••--•-----it......_..-•-......---•- -•-•••-•----•••---••••-••••-•---••-•--•-••••••-•-••-•--•••-•---•-•-••-••-•------•-----�.... Installer „,,,, Address d Type of Building Size Lot.............................Sq. feet Dwelling—No. of Bedrooms..3.......................................Expansion Attic ( ) arbage Grinder ( ) per, -,No. of persons............................ Showers O — Cafeteria Other—Type of Building ranch________ ( ) Pa Other fixtures -----••--•------•-•----------= d .......................................................... Design Flow........55-•-•-----•-----•--1000 .gallons per pers' �pgr day. Total gil ,flow.............................. ••-• WSeptic Tank—Liquid capacity..........:.gallons Lengtl ............. Width............... Diameter_.........-_.... De pthS.............. x Disposal Trench—No..................... Widt ...: Total Length....._ .T......... Total leaching area.... sq. ft. Seepage Pit Nol................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosin a �te`rWe Engineering 11-25-81 aPercolation Test Results Performed by.......................................... . ......................... Date........................................ Test Pit No. 1.2'_D......minutes per inch Depth of Test Pit.... .............. Depth to ground wate>none encounter— r rr ---c Ci Test Pit No. minutes per inch Depth of Test Pitl�/.A_.. ___.... Depth to ground water..NA.............. ...............................................................,----•--..................-•••--..---......................................................... D Description of Soil......... 2 loam & topsoil x P �r--- --ia-f-.....IViedium..y!?Psow sariii W ---------------•.......................i.0 ----------iZ7------meth-: white--sand/traces af" graver/rio water' a 12' ---------------------------------------------------------------------------------------•-•-----------------......---....-----------------------------------------------------------------•............. U Nature of Repairs or Alterations—Answer.when applicable............................................................................................... Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal.System in accordance with the provisions of TIT?% 5 of the State San' ry Code— The under ned further ees not to place the system in operation until a Certificate of Compliance s i e he �� ` -- - ------------------- Date ApplicationApproved By.................................................................................................. ------•------•••------•----------------- Date Application Disapproved for the following reasons----------------•------------•--•----.....--------------•----•--------------------------•---•------------------ ....•--•••••--••••-••-•--•-•----•----......-••----••----•-••...•-•-•••-•-•-••-•--•---•-•---•--------•---•------•-••-•-------------••------•-----••••--•--------•-•-•---•••-----•--••---•---•--•••-•••--- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....:......Totim.................OF........Barns table..............:...........:.................. - �rr#i�irtt�e of f�unt�rlittn�r _� , THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (X ) or Repaired ( ) Steve Lebel by .._.....•---•----••----------------•---••--••-•••---•••• ---------------•-------••----------•------•-----..............._......_...-----..•••-• Sandyjalle Rd . Installer. PiA at.........Lot--.....11-.. ....••.-•--- .-•-• y Marstons Mills .., -...... ------------------------ has been installed in accordance with the provisions of I LE of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 9-Z7 ' a'`1 p� t DATE.................................................................•-•-......•---- Inspector................ `� ------'------•----....._.._--•---••-••---•-•-----••-- THE COMMONWEALTH OF MASSACHUSETTS r sit BOARD OF HEALTHI .....To°wn........................OF.....Barnstable . --...--•...................•-------...-•---------••....... Disposal Works Tnnotr ion rranit Permission is hereby granted..... I....._Steve.L Lebel el to Construct (r o jtegaira 6),. .I di�g �Sdwage Disposal System at No.-•••.LQt•- •..............•• 'Narstons Mills t".................................................... ,y as shown on the ap lication for Disposal Works Construction ll....... ........... Dated.........................:................ ................................................_ f n ` Board of Health DATE.... l e/- ......... ........................................... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS ' ( Ito 3,p ot (A , f y1fAC/G1V� sl a , 5 h� y C 'T} tt. /f. Yt 5yy•" S ~ it}ziic S t f�;,`_ �� Q j77 ��� -._�.„�w., . _�//,, ', twit t � ' s art; "c' ,.r�•! �'ti�'�i /� _ .� � j/ � ' i ,� < '' 't7 .fir S, 1� 'Y.'►.., _� Y 7 �. /��� F. v 7v o M No.10951 LION EX LEGEND "o �� , CER'tIFLEO PLOT PLAN 1 TIN® SPOT ELEVATION OsO ,�,c� s.�r , EXISTING . CONTOUR ——— 0 -- r{a ti, o-T 1. SA VIM.c c.�'/ Rom. ,,ROBERT � FINISHED SPOT . ELEVATION ( / ti� 1t 257Ows /'�>4 Ls 'FINISHED CONTOUR 0: aRuc� . -+ IN APPROVED � BOARD OF HEALTH ASC DATE:: AGENT SCALE DATE L 1°I'EDI�E ENGINEERING CQ l �iz�a� %+e,o: =`� CLIENT I CERTIFY THAT THE MhtOPOSEO EGISTERE REGISThllEO JOs ao 3 �°S.`: SUILDINS eHOWN ON THIS FLAN CIVIL . LAND CONFORMS "TO THE ZONING LAIN9. EN INFER URV Y OR.QY+ �• --M-r- OF: BARPIOTABLE MASS. ?12 MAIN STREET ', CH. BYE... •.. ,._ ! .fir � • ,("" ' "' --- HYANNIS, MASS- SA, RED•. LAND SURVEYOR j •:` _ ., _. - tom' t a."�t � . }t f i 1 s.j,, .. _ ;. NO?F if E7THER T.�IE SEPTIC,TAm s< OR �'J4•7. M/N. L.EACK�wG P/T ARAr .MORE TNAJN! 4 SZL:OJV; /O �7: MIN GR/4O�y A �'D/II M FTER G'ON.G"itFT1'F •COt/B,� , SMAZZ Qrr AR0u6N7 TO 6AAQE.�AN.EX'lMA�:. •�rPVC P/Pt - Cp�y�`•7•E /YEAvy CAST/RO/Y Co DER SHALL BE USE•.6. CDYEJ�S �y�i1l• P/TCN COlVCRLrTE co rE.00r CLEAN .SAND t` LQV/D LEVEL . , 2LAYFR /RONPP/PE �p[90 G/1L. 0 •oo , MIN:P/TGN D/ST, o •• • • • • •r• s ,� WASHED S7nNE %q PER/7: SEPTIC TANK • . • • • • • • e a BOX • • • • ► ♦ DEPTl+I •. • • ' • ..• Wi4SJ/ED STDkE ,y lFrSr, z.S= Q7d • • ��- . • • • • •♦ • opt 78 i'. • • • • .• • •• • y .4,P PRECJ45T.SEEAtiaz, lNVZA-r MlRVAT140Vs r!'TCiePftC/Ty : . �548 4/1L��i4r : .i. . • • . .. . • , •. o R17 oR E�LIIV. /NYERT AT O!//LD/NG 0 Fr. DAM- INLET JUDC7-fe T.4/VK FT. F7. AP/AM- CCSEEnosut.�T�oN� 04/74E7'SEP71C TANK INLET D/STR/B!?/aN 8. 0X S•6 8 'T. GJPD/JNO M�iTE/t TitSLE •S; Ot/TLETD/STR/BI/T/ON BQX 56: SECT/ON OF //VLET A.-ACNIAW .PIT -�'�':- .SP1�V.4GE �lSP4rSAL ,SYaSTiWM 7� TION LEACHING /T • : .O/P!E/V. /0/V A t'7• . DESATA( CRITERIA seALE o - NLAlOER FT. . : GRR�tGE D/SPOSAL UNIT �'v•✓e SOIL ZOG ' SalL TEST TOTAL EJT/A'Y7TEO FL,DI�t/�3G.4L.�DAY SOIL TEST I ! SOIL 7fST � t II/UMSER QF 4rACN/NG ID/T3 ! E�GEK s6•'7 EAAffj O 1TE OF.SO/L TEST SIDE LZ'ACH/NG PER P/T !�� .SY� PT. �" RES/JLTS Jt//TNE=ff dY <l/j�'3 4"7T0/►f A s4cN/NG PER P/T 7 e- SQ. PT. dERC0LA7Y0N RArr#I � !/V "VCN TOTAL LEACN/NG AM,--A ZG'b SQ. FT. � s'�/,3�v�� �h'COlAT/ON RATE.*2 �""M!/N1INCfi Z D RESERVE LE4CN/N6 AREA SQ. FT. a �sa� p PytH �F%��ss 5 itiy"O �f f� T // .S�f�✓D S� yhyY ��7j o- ALB T 4c Ca 2r4 / BfiL'CE i� ELDRED� - j� v, I RSE No.10951L-i�O EL DREDGE ENG/NJW)V1XG C? /N4 FG/ST�``� �� - Z 7f2 MAIN ST. HYANN/9 MASS- Q.'sT��!p� � �� 44, �'� SL'•`.�f'1 s���„E� NO6R0(JND yYr4TER ENCOU/VTER�G CL/ENT: �,p�gycv D�ITE� 4� ��/s-y F GIQO U/1/D L✓A TER AT EL EY. JOD NDSHEET?OF Z LEGEND N � sN ——100 —— EXISTING CONTOUR 3 " " (''Shubael x 100.98 EXISTING SPOT GRADE a 1 Pond Benchmork Set �H m OVERHEAD WIRES ^ Lakeside \\ ,� - � � Calvin Habli Flint $t OUTSIDE COR. CONC. LANDING EXISTING LEACH PIT EXISTING SEPTIC TANK U UNDERGROUND WIRES o� Road EL.=98.91 (Assumed) TO BE PUMPED, FILLED W/ TOP OF TANK, EL.=96.91 INV. OUT, EL.=95.58f �"N 64 51 00 W SAND & ABANDONED I G EXISTING GAS SERVICE f v 163.05' �' _� W EXISTING WATER SERVICE TEST PIT 3° BENCHMARK LOCUS u o x 95,54 „�AKM x 05 / / i 1 g 30 LOCUS . MAP X 0 0 LY 1 I ��. NOT TO SCALE 52' 13.2 9 �pK� $2V,_ ' GARAGE > i GENERAL NOTES: 4�. " 1 l j 1 ALLBOA CHANCES HEALTH TO THIS THE DESIGN UTBE APPROVED BY THE LOCAL g6 .o 0 + X 97, wI.0'. tp 8003/, 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS GS I •.I C r OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE � O I 10� .k `� 0� LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: �— SHED I D' I I BC '42 �� 310 CMR 15.405(1)(b): to Tf?j 1 - 1) A 1' variance to the 3' maximum cover requirement, for no greater Li j—`� 58 8 AVER GS I than 4' of cover. S.A.S. shall be vented and H-20-.Rated. W 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR O } TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE p X q9 25 DESIGN ENGINEER. ro +CELLAR FLOOR EL.=99.Of Id�� � --,,,PA I�ED M I 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING DRR7b W _ t �C14 ENGINEER N ER BEFOREEM THOSE WN HEREON CONSTRUUCTIONALL BE CONTINUESORTED TO THE DESIGN �i /EXISTING Z 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. LOT 11 es HOUSE (1.205) C) f \1 1 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 22, 706f S.F. �`� TOF=1Q 6fi m 1 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF i a I HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. Map �� �� �j �� \� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 01 Parcel 7.3 �/ � 105,3�v \�+1- 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. i� � ZK tiDsB !0 S HC 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 9 50 S� /� ' ��` C 3 1p4 K— n AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE X 8L'66 x, / =C WALK DW/ \' DIRECTED BY THE APPROVING AUTHORITIES. _ �____---- 5.46 �' 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY \�� AMP \�" o Qoo OF M4s THE LOCATION CONSTRUCTION.OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 23 I o PETER T. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS I I = \ D G1C�j�•59 i McENTEE IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE .A.S. AND CIVIL REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 0 \ I No. 35109 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE Ox � INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. . 6 I PO SI 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND \ J IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. Ls �> �C 107,5 X ,1p7,15GS I 0,00 104•— _ ,� 155.36 G 0/ I r — D R—ao.00' N `5.23'58" w °,�P PROPOSED SEPTIC SYSTEM UPGRADE PLAN 10Ps' 1 e°�2 I 5,9 `` 36 edge of pavement D D Cull- 205 SANDY VALLEY RD, MARSTONS MILLS, MA �o o , Prepared for: William Dineen, 205 Sandy Valley Rd, Marstons Mills, MA 02648 c Engineering by: SCALE DRAWN JOB. NO. o SAND Y-, VALLEY ROAD Engineering Works, Inc. 1"=20' P.T.M. 131-09 ti 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. tr (508) 477-5313 4/29/09 P.T.M. 1 of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:94.5 FOR ,A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. (3) 5" DIA.OUTLETS SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F. OUTLET AND SET TO 6' OF FINISH GRADE SET TO 6" OF GRADE SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT �-15 5-� �� 2" "`r 7�21'I�-►-�.r Cd F.G. EL- 98.5t(MAX.) EXISTING o F.G. EL=98.6t F.G. EL: 98.5t VENT ut , L - 5, 15.5" 8. 12, S=1% (MIN.) :4"�SCH40 %5(MIN.) 2" LAYER OF 1/8" TO 1/2" 4"SCH40 PVC PVC p 6• DOUBLE WASHED STONE as as (OR APPROVED FILTER FABRIC 2, EXISTING 01 48" LIQUID 14 a ®aa11aa �-3/4" To 1-1/2" DOUBLE H-10 LOADING LEVEL INV.= 5.�55t7 INV.=95.00 4' 5.2' 4' WASHED STONE D�BO^ GAS BAFFLEINV EFFECTIVE WIDTH = 13.2' PROPOSED D-BOX ' INV.=94.00 N.T.S. EXISTING SEPTIC TANK WITH INLET TEE 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED TOP CONC. ELEV.=95.1 BREAKOUT ELEV.=94.50 ®®®® 0 INV. ELEV.=94.00 aaaa NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO - ease 6a6aa a ®®®®®® ® ®®®® 37 GRADE ON A MECHANICALLY COMPACTED SIX IM000121eases " INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.-92.00 '4. w ® 310 CMR 15.221(2): 3' 2 X 8.5'=17.0" 3' 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH =.23.' - 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE T.P. EXCAVATION OR G.W. AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. LEACHING SYSTEM SECTION 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. NO GROUNDWATER, EL=86.5 = 102" SHALL BE 36". SEPTIC SYSTEM PROFILE N.T.S. 4" KNOCKOUT SOIL 'LOG 20" DIA. COVER DATE: APRIL 21, 2009 (REF#12,534) / " DESIGN CRITERIA 4" KNOCKOUT 4 KNOCKOUT 62 SOIL EVALUATOR: PETER McENTEE PE NUMBER OF BEDROOMS: 3 BEDROOMS WITNESS: DAVID STANTON R.S. .0 HEALTH AGENT SOIL TEXTURAL CLASS: CLASS I ELEy. TP- 1 DEPTH 'ELEV. TP-2 ' DEPTH 4" KNOCKOUT DESIGN PERCOLATION RATE: <2 MIN/IN 98.0 FILL 0" C97 FILL 5 0" 'w DAILY FLOW: 330 G.P.D. 97.0 A 12" )96.2 A 12" DESIGN FLOW: 330 G.P.D. SANDY LOAM SANDY LOAM GARBAGE GRINDER: NO 96.5 10YR 4/2 18" 96.0 1 OYR 4/2 18„ 500 GALLON CAPACITY, H-20 LOADING EXISTING SEPTIC TANK: 1000 GALLON CAPACITY BSANDY LOAM BSANDY LOAM LEACHING AREA REQUIRED: 95.0(330) = 445.9 S.F. 10YR 5/8 36" 94.5 36"10YR 5/8 CHAMBERS .74 C1 C1 PERC N.T.S. M-C SAND M-C SAND j48"/60" 10YR 5/4 10YR .5/4 USE 2-500 GALLON LEACHING CHAMBERS IN SERIES >20% GRAVEL >20% GRAVEL PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 91.0 C2 C2 84" 90.5 84"SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. M-C SAND M-C SAND 205 SANDY VALLEY RD, MARSTONS MILLS, MA BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F. 2.5Y 6/4 2.5Y 6/4 Prepared for: William Dineen, 205 Sandy Valley Rd, Marstons Mills, MA 02648 TOTAL AREA:..............................................................448.4 S.F. 5% GRAVEL. 5% GRAVEL Engineering by: SCALE DRAWN JOB. NO. 87.5 138" 86.0 1 138" Engineering Works, Inc. NTS P.T.M. 131-09 DESIGN FLOW PROVIDED: 0.74(448.4) = 331.8 G.P.D. PERC RATE <2 MIN/IN. ("C" HORIZONS) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. NO GROUNDWATER ENCOUNTERED (508) 477-5313 4/29/09 P.T.M. 2 of 2