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HomeMy WebLinkAbout0620 YARMOUTH ROAD - Health 620�Y�armouth Road ;� � � '� �r>.r^'a ✓r"Sf° 1 ,.��"LF, `%pyanis , n s x, �- 022yf J�, }. T t is '" �a Y F��x � L 'y,�,•.'� -t �'k.A -3/�rZ� � !� d�1.f 4d�'s'K.��-t # #�.'- � I pP . TOWN OF BARNSTABLE LOCATION [, '7 10 1 — e SEWAGE# P-7 VILLAGE 10-1C ASSESSOR'S MAP&PARCEL INSTALLER'S NAME z PHONE NO. C • ._ ,�d 'Y'7 P-� � SEPTIC TANK CAPACITY 05'06 6 Jq- . h�,d LEACHING FACILITY: (type) `-4 (size) A—"? ;4. J NO. OF BEDROOMS �`` �" OWNER S LW--L-tt,( PERMIT DATE: Z5,--34—'`] COMPLIANCE DATE: 7- Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility -4- Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Pr Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) t"q Feet FURNISHED BY lDOa✓J lAPY � s+.•.�•v.vt r90, a _ s Y b 0® ._Jl "c No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS YY 2pplication for Disposal 6pstrttt Construction VErmit OApplication for a Permit to Construct( ) Repair(k1 Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. bQ0 ar(n�,;,i Owner's Name,Address,and Tel.No. 50- 9-3 Assessor's Map/Parcel 3c �� i4ianne5 AAA a-. 0 Installer's Name,Address,and Tel.No.5G9 Desi er's Name,Address,and Tel.No. _�-ze - v 'V5 / r���.�'o�-,��roo��9sr� '�v?�ecs�✓,���e�hwr� - �'r��r� -.' ,:['.rz q.����ia��' E` Type of Building: Dwelling No.of Bedrooms Lot Size tJ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 36) gpd Design flow provided 313(0 gpd Plan Date In ,k i"I Number of sheets Revision Date Title I i la ` (-, �teW"ny- 1 i Size of Septic Tan(1({ / P�" Type of S.A.S( /J_74na Ong ��a,j �U x Description of Soil ` � Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and mainte of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental-Cod2ee and no o place the system in operation until a Certificate of Compliance has been issued by this Board of Health. f d s Date l Application Approved by Date Application Disapproved by Date for the following reasons op Permit No. Date Issued No. i' f Fee r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF,:BARNSTABLE, MASSACHUSETTS YV 2ppliLatlon for MispJ sal*pstrm Construction 3oPrmit Application for a Permit to Construct Repair Upgrade( Abandon r pp ( ) p ( ) pgr ( ) ( ) 0 Complete System ❑Individual Components Location Address or Lot No. b;R0 {.J&rrnaA Owner's Name,Address,and Tel.No. �J �J i' I�fw� 7 1�/i `5al�l;o tr l U yrCl t fl r Assessor's Map/Parcel��5��� �'n ri S Installer's Name,Address,.and Tel.No. 5bi-irJ/4 - Designer's Name Address,and Tel.No. �b8--_%' �rfrs4sC�i �'o�s�rue.!-r'UrI,S►nC' q'�"-ra��rsfrz„�rP1� rrc�r-�C��g,� �'r,Ji.a��F�'.�,.�,,e 93��,.�SH tx 1f/ .0^ �_ 4,114 � Type of Building: r _. r . Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 0 gpd Design flow provided t![s gpd Plan Date -Vrk / ��1 Number of sheets Revision Date i Title);A-1 t h e 1 e �^'In nn !�€" # (s a,l:] GC�!)1(Y R'N., t�X O to t,/1 t-,. MA Size of Septic Tanl(14,4A i41V.%6 n,.0 I Type of S.A.S`!c GY]t n x Description of Soil rrA r 1 i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: .l F, ' Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposalmsyste in accordance with the provisions of Title 5 of the Environmental Code and not,to place the system in operation until a Certificate of ..r Compliance has been issued by this Board of Health. ' Signed � . ,/i'p1� �,.,...././_f._.__� ._ _ ...n Date . •-'�./�!f Application Approved b .'� >r: ) LX1_1 1';) ! Date PP PP Y l � //{4 Application Disapproved by r / Date �i{ for the following reasons / /t Permit No. O 1 Date Issued k l" r r Dt I d ----- ------=------------ .- 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. i VH'. l ( G at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Installers r ...�r.(l an�' c s1 �1v'l. -� - Designer txr s.1 �st t x r? tt.�1�, l ti ' #bedrooms Approved design flow gpd The issuance of-this permit shall nott,,beconstrued as a guarantee that the systernMill furict�o as designed., r Date Inspectors N D' Fee r ! THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction j3ermit Permission is hereby granted to Construct( ) Repair O Upgrade( ) Abandon / ( ) System located at l� "!1, 'f ^I.( N1 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. 4 Provided:Construction must /bel )completed within three years of the date of this permit.' Date t .. � / ( /f� Approved by MAY-11-2017 22:13 From: To:15087906304 Paee:1,/1 f _ Town of Barnstable Regulatory Services l � l '1'ixomas F.Geiler,Direetor ` Public'Health Division v Thomas MtWtm Director 2001VMain Street,Hyannis,MA 0201 OMCC: 50842-4"4 Fax: 508-790-6304 InstaUg Ik Deshmer Cerdfiication Form Date:4�~/U J� Sewage Permit# d OI7 0 M Assessor's MapWarcel Designer: )OW01 L�c�,peh �n�era Installer: 60�7'10�7 � ra� �h Addrms: 5 ( ! II.L In L I'._11-11 Addreaa; 10• 0► d o x Ya'*I M 0 LA fa �0 r1s. 4n l f i'? 1�.bt 1 was issued 4 pennit to jwtall a � � to {installer} septic system at /Q.emou. )d based on a design drawn by (address) l d1, PE. 101-S dated an . o a_ot o` (de nar) -` I certify that the septie system referenced above was installed substantially according to flit ,� AA'L, wkiah MW inaluAa alie�ar ap11naIVaA alsanmas soak au kiaml 081000den of tka distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than l 0' lateral relocation of the W or any vertical relocation of any cou�pOncnt of the septic ut in accordance with State&Local Regulations. plan revision or c - ui.lt esigner to follow. IN IJ LA MVIL nStaller's Slgnattlre) 4650, 11b1t-7 (Designer's Signature) Designer's Stamp e're PLEASE RETURN TO BAMSTABLE RMIC HEALTH DIVISION. —CERTIFICATE "OF C mr3LmNCE wIL LI FORM AND ALB ARE RECEIVED HY THE BARNST,ALF 2 CH,ALTFF DF ()N. THANK YOU Q:RcsItb/8op:WVe9p"Cary ficatian form 3-26-04.doa i r7 Vic)0 p�_. (00 ,-FAryry_ C 'MIDtillT - f oFT r�, Town of Barnstable Barnstable Board of Health �Amerieacit►� + 13ARNSPABLE, 200 Main Street,Hyannis MA 02601 AIFD MAC°' 2007 Office: 508-8624644 Paul J.Canniff,D.M.D. i FAX: 508-790-6304 Junichi Sawayanagi. Donald A.Guadagnoli,M.D. f March 1, 2017 Mr. Daniel A. Ojala, P.E., P.L.S. Down Cape Engineering 9.39 Main Street, Route 6A Yarmouth Port, MA 02675 RE 620 Yarmouth Road, Hyannis; MA ;_ � A 345 022 ': i Dear Mr Ojala, You are granted variances, on behalf.of your clients, Kevin and Marjorie Sullivan, to construct a replacement onsite sewage disposal system at 620 Yarmouth -Road, Hyannis,Massachusetts. s i The variances granted are as follows: i 310 CMR 15.211: The soil absorption system will be located 2.6 feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211.: The septic tank will be located 8.2 feet away from the foundation, in lieu of the ten (10) feet minimum setback required. The variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. E (2) The system shall be installed in strict accordance with the engineered . plans dated January 30, 2017. (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance,with the submitted plans dated January 30, 2017. Q:WP/Ojala Sullivan 600 Yarmouth Road Variances 2017.docx These variances are granted because the physical constraints at the site severely restrict the location of.the soil absorption system due to the existing location of the home and the narrow shape of this.lot. S.n. ?rely your r Chairman 1 Q: WP/Ojala Sullivan 600 Yarmouth Road Variances 20 i 7.doex /7— Ob 2_ TRANS.NO.• s CITY/TOWN: APPLICANT: Qoj-*o O-ft I ADDRESS: ; 6O 2 0 �/G r l"�G�t��7 / ea d DESIGN FLOW: 3 gpd REVIEWED BY: DATE: i N/A OIL NO }1 - - - G'1•I:..Y,,• -' ('N Se1i.:,55:ri• C. =.:'.:.y;l": _ -.r': ^:k;j•).'• �t!✓,,>�;. `S;"' `r•.. Rt, `"$`f t_' _1�'<�t''s 11 'e+:: ii`}'tr; - . 6 ., ,, •.a4'i3%kit`ia''r,�Ye''�im..}.a•.�:. r�;..�47r::;"F%tr.,�t„•I.�,:r1/...�^:":r')'...a ttr,. "7..at� L �.�5sw, .��5 .�.-.4n. S.k•. iA• S'lz`i:f��:;. t er::? 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)] j Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for I components) [310 CMR 15.220(4)] I 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)] V System Calculations [310 CMR 15.220(4)(f)] daily flow septic tank capacity(required andprovided) I soil absorption system(required and provided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes (existing grade el. on j each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative[310 CMR f 15.220(4)(h) and(i)] } Location and date of percolation tests (performed at proper elevation?) [310 CNR 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 f 15.220(4)(n)] i Address Sheet 1 of 7 t I i i N/A. O NO Location of every water supply,public and private, [316 CMR t 15.220(4)(k)] within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply 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 1 00 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)[11) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(0)] Stamp of designer[310 CMR 15.220(1) and 310 CMR 15.220(2)] Y Stamp of Registered Land Surveyor(required if construction f activities within 5 ft, of lot line) [310 CMR 15.220(3)] l Test Holes adequate(two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as J 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)] v 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 15.0001 System components not>36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] 3 i 1 f f t 1 }j[E i Sheet 2 of 7 j Address 1 F i N/A OK NO C A7t?:ii j'5 y � v ���.•�Y�r,�- }2 "7�"- y-X+'x`v 7 t��� v n i � u'�s.. q µ�7�r,:,- .:.,i.;,.� , F;,�.,,�h..,..�i .rig:�Zl''.,.t'��5�+....a�3,. :.,..C`c�i,i .'S�._,c.,...•.�r. 1�.5f@.�'k;�,:tS�..�C 3.1'"-"v.t.,a. 1 iv'!. �' .} i Size OK? [310 CMR 15.223(1)] Inlet 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 j 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 V CMR 15.232(3)(1)] 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<1000gpd, two for systems>1000 gpd[310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 $from building foundation[310 CMR 15.211(1)] } Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] j �i I , ul Com` 'arneAanks Required when other than single-family dwelling or flow>1000 ; d[310 CNIR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 1006W daily flow[310 CMR 15.224(2) and(3)] 1 "U"pipe through or over baffle,outlet of each compartment with gas baffle or approved filter[310 CMR 15.224(4)] i E j i I i 3 i 1 i i Address Sheet 3 of 7 s I N/A OK NO r r, i T ' Wiati i 13ITDIN; S Located at least ten feet fioin any water line? [310 CMR 15.222(2)] Disposal piping at least 18"below water line(when water and sewer cross,see 310 CMR 15.211(1)[11) 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)] I Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] Siphon problem/(leachfield below pump chamber) Endca s or vent manifold specified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 j CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe es allowed) t Stable compactedbase [310 CMR 15.221(2) and 310 CNM 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 3 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 sump 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd);waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] Capacity(emergency storage above working—design flow)? [310 CMR 231(2)1 Proper setbacks [310 CMR 15.211 (same as septic tanks ] Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE F310 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 roust 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)] } Sheet 4 of 7 Address I i N/A 04 NO rI-`� '"� '` i Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] Required separation to groundwater? [310 CMR 15.212)] Aggregate specified 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] _LE�X2IFS,1?ITS#C;T�AiV�B�&�53,�Q tCIVI,�;ZS�•253, � ���"���,;,. .�,, x:,,.�.... `�d�'�F , Chambers and Gal. in trench configuration supplied with inlet every20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must r be to grade) [310 CMR 15.253(2)] Aggregate P minimum-4'maximum. [310 CMR 15.253(1)(b)] 2'sidewall credit maximum[310 CMR 15.253 1 (a)] :IIn bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6 ] 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 greater(3x if reserve between trenches) [310 CMR 251(1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document 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)] �f 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) ] �f Bottom area used in calculations only[310 CMR 15.252(2)(i I t Address Sheet 5 of 7 N/A OK r NO f; V Pressure Dosed S'ystein ? Provided pump and piping calculations as required[310 CMR 15.2200)(01 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 i scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly (>2000gpd) 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 CNIR 15.255(3)? Impervious barrier and/or retaining wall? [Guidance Document] Impervious barrier installation must be supervised by I / 3 designer[310 CMR 15.255(2)(b)] f Retaining wall must be designed by Registered Professional Engineer[310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and { I Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2 (e)] 10 New Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Ifer� ntebul—Tiys. erzt:l/r�, � r°vrrl, ems 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 / erpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has ap licant submitted a copy of a maintenance Are the variances listed on the plan'! [310 CMR 15.220 ; (4)(q)] ' RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 r v � CMR 15,414] Address Sheet 6 of 7 N/A OK NO i Is the system in a Designated Nitrogen Sensitive Area(Zone II 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)] j Are the nitrogen loads proposed in compliance? [310 CNM 15.216(1)] i�1 Zg �Jl,i ii-'"d....�,r�"'N'_r�lei$ F..rF'�tyijt tzscellt zeozcs�� M a �O Td Pumping to septic tank.? [310 CMR 15.229] Shared System[310 CMR 15.290] t i i i i i l i I 3 1 1 t I Address Sheet 7 of 7 { �tMMET Town of Barnstable Barnstable Board of Health �sA ASASL&�MASS. ` 200 Main Street,Hyannis MA 02601 , D' M0 1639• A�fD MAC°i 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. March 1, 2017 Mr. Daniel A. Ojala, P.E., P.L.S. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE: 620-Yarmouth°Road; Hyannis, MA _, :.aA=s345-022 Dear Mr Ojala, You are granted variances, on behalf of your clients, Kevin and Marjorie Sullivan, to construct a replacement onsite sewage disposal system at 620 Yarmouth Road, Hyannis, Massachusetts. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located 2.6 feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The septic tank will be located 8.2 feet away from the foundation, in lieu of the ten (10) feet minimum setback required. The variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered."bedrooms" according to the MA Department of Environmental Protection. (2) The system shall be installed in strict accordance with the engineered plans dated January 30, 2017. (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated January 30, 2017. Q:\WPFILES\Ojala Sullivan 620 Yarmouth Road Variances 2017.docx i These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the existing location of the home and the narrow.shape of this lot. Si erely your 3, l PdAMA , D. M AJ Chairman Q:\WPFILES\Ojala Sullivan 620 Yarmouth Road Variances 2017.docx Aar �piME 1p� J- 6o per-O zZef 17 DATE: FEE. —® • BARNSTABLE, • (� 9 MASS. 1639• REC.BY: Town of Barnstable SCHED.DATE: Board of Health / 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX:. 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION / MO /J Property Address: b 0f, Assessor's Map and Parcel Number: 34IS Z 2. Size of Lot 99 Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: boo 11 cRoC. 5Z f,/20,6% Phone 1.7�0� 36 2, Did the owner of the property authorize you to represent him or Yes No i PROPERTY OWNER'S NAME CONTACT PERSON r( Name: 1<e✓i e) f- ! 1arl pri e If--III VaM Name:ki Address: �ZQ 4/ r�Oct 1101 -a IT an/1�-[' .Address: t�, C1 �. CL/M0�7� 1.42t i' Phone: Phone: EMAIL: arawca�e� �rwc�e., Coy( VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach i9 hore space needAd) VARIANCES REQUESTED: _ UNDER MAX. FEASIBLE COMPLIANCE 15.405: — (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 2.6') Ife ,n (1b): REDUCTION IN SETBACK SEPTIC TANK TO FOUNDATION .(10' TO 8.2') NATURE OF WORK: House Addition ❑ House Renovation.❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) / Please submit copies in 4 separate completed sets. ✓ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian ur(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V / and/or local sewage regulation variances only) l� Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals;grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the / building proposed]) ✓ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BMQD49H2\VARIREQ Rev Jan2017.D0C tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,E.I.T.,S.E. structural design February 14,2017 Craig J.Ferrari,E.LT.,S.E. Barnstable Board of Health site planning 200 Main Street Hyannis, MA 02601 sewage system designs Re: 620 Yarmouth Road, Y Hyannis Dear Board Members: inspections Enclosed is a variance filing request for the above-referenced site. On behalf of our client, we are requesting the following variances: permits Variances from 310 CMR 15.405 ("Maximum Feasible Compliance"): (1a): reduction in setback, leaching facility to lot line(10'to 2.6'); (1b): reduction in setback,septic tank to foundation (10'to 8.2'); The 6099 s.f. lot is improved with a 3 bedroom dwelling. The cesspool septic system is being upgraded to a new Title 5 septic system. No construction work is proposed on the dwelling. Due to the extreme site limitations, lot lines and foundation variances are required in order to site a new subsurface septic system. In that the area is served by town water, groundwater is not an issue and the house will remain at 3 bedrooms,we feel that by granting these variances the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 Regulations. Very truly yours, Daniel A. Ojala,PE,PLS Down Cape Engineering, Inc. i • • eTHIS SECTIONON DELIVERY, ■ Complete items 1,2,and 3. A. Sig nat r ■ Print your name and address on the reverse X%�, fyA ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. celved by rinted Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 19 ❑Ye ( / t flt If YES,enter delivery address below: ❑No r fL 0 /71 Commo,weAG au3.k �II�III�I I'II I�IIIIIIIII I�IIIIIIIIII I f II III II) ❑dult/ice Type 13 Signat Signature ❑RegisteredMailpmess® C�Adu@ Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 1403 5329 1371 38 ICI Certified Maii® Delivery Certified Mail Restricted Delivery ❑Return Receipt for IJ Collect on Delivery Merchandise 2. Article Number(transfer from service label) ❑Collectollect on_slivery Restricted Delivery.❑Signature ConfirmationTm r, r_ y F i i€ i ❑Signature Confirmation 7 015 17 3 0 0 b 0 2 3 6 96 4 819 ' `d Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 tap r fK((1/-— Domestic Return Receipt USPS TRACIONG# First-Class Mall Postage&Fees Paid USPS Permit No.G-10 9590 9402 1403 5329 1371 38 I United States •Sender:Please print your name,address,and ZIP+4Q in this box• Postal Service Down Cape Engineering, Inc. 939 Main Street, Suite C Yarmouth Fort, ESA 02675 1�11iiIs.4�.:: i . . ■ Complete items 1,2,and 3. A. Signatu ■ Print your name and address on the reverse X Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B y�narne) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delive address different from item 1? ❑Yes � ry If YES,ent�f�1$I address:6elo\: ❑No ,Qlie L ti W 0� It,, MA3.au�� ❑ dult/ice Sign Signature RestrictedRestricted Delivery ❑Registered e 13 Priority M I Restricted 9590 9402 1403 5329 137121 Certified Mail® Delivery Certified MailRestricted Delivery ❑Return Receipt for collect on Delivery Merchandise 2, Article_Number_LTransfer_from_service label) ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTm ❑Signature Confirmation ,7 0:15 .1.7 3;0 0 0.0 2;: 3696 4826 '1 'acted Deiive irk estricted Deliv'ry PS Form 3811,July 2015 PSN 7530-02-000-9053 ®Uy fNl(I V', Dom stic Return Receipt E., First-Class Mail Postage&Fees Paid USPS Permit No.G-iO 9590 9402 1403 5329 1371 21 United States •Sender:Please print your name,address,and ZIP+4®in this b Postal Service Down Cape Engineering, Inc. 939 Main Street, Suite C Yarmouth Port, MA 02675 T iii: H ■ Complete items 1,2,and 3. A. S' naffire ■ Print your name and address on the reverse ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, eceived bj. -nted f4ama) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address be ow: `❑ 3, p. o a ex JW *6L Vt � a�� kia 3.II I�III�I I II ICI I I I II I I IIII I II I!I II I I II II III ❑Adult Signaturece e 13 Priority Mail Restricted Delivery ❑Registered M�Restricted ❑Adult Signature ❑Registered Mail I 9590 9402 1403 5329 1371 14 certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Retum Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from service labeQ ❑Collect on Delivery Restricted Delivery O Signature Confirmation'" -- Signature Confirmation 7 015 17 3 0 - 0 0 0 2= 3 6 9.6 4 8 3 3 • 'itricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 �� k ��f dk- Domestic Return Receipt ' First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 9590 9402 1403 5329 1371 14 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service Down Cape Enginearing, Inc. 939 Main Street, Suite C 'Vermouth tort, Mkt 02675 i!?ff ??'....ici .; . P `1 f 4 v f ,....... ...................... ..........:...:.......t.:,.........:.:.....,....,...:...::...._..:..-::._....:.....:.:..,_..,_.v...... .: r T rS 1 - �- C .. ... Vill , 4 .,. s _ ..__.... ..._...._... - —.........-_.........-.,., ..-_... ..........•...-................................................... y _._.......-._..................�..__._...-...............,-_............._.,::.. 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F ...................._..........................--.........._ .._-.....,._.t.__....___....---...__._..__._.........----............ _......._....---- ..-.__ t :,. .•..::_::'.._.. .............., _ :..._..._.:..__......-_.......................... . _ : -t G.tl�i..-._....._......._._.•.,_.._.._._...._.....-.__.....,_.......... ....................._.._.......,..,..............._-........._..............-.............-,._._._._._•._.........--.._..._..-_._.._....._.._._......._....._ _.-....__ .....................__..,... .-....— �_ y .............. .........._.................._......._...._..._...._.__._.._._._..................-............ _--... ..-.-.-...._........ ......... ..........___..__ ...... ......___.............. ....._....................... ...................__...._........_......... .._.................._........-._ .................... __.........-.. ...._......_`-.-_-.._ S' \ � E -.C..-.._........ _.......... ..._-...:....:....:......_._.....-....:..-.. -- ..._..._: ....._.-. ._.......-............................-....-..,.....,.............................,.:.......... ......_-1.....:._........_.-.......--.............................-. ._.......-._. .................-.._.._...._..-_..,,.._. _._.._,_.... .... .... ...... �_�r:•r r _.... ....... . _.....:_.....___._......__... ._:__....._......_,_----•--.._._.... _ .._...,__...._..._.....__....._..-..__....._......_.-----------..._.......... ...... ................._ .... ......................_....... ... -.._.._-........._ ....:.__.-......._........ _.. ...._ _._...-_. _,.♦_-...___._-,......_ yf1.�.'1, --...._.a.E., _......_.._................... ..... _.._... .... .r. .r.u...rrurrc r�.,:a.ny.w+ _i:-w-n,.. 'r'(a:�`:::: — _- ^_.-_...-.... ....,.-. - �' ....... _ .............................. sp� , ( ,tier I tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc I land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. February 6, 2017 Daniel E.Gonsalves,EIT.,S.E structural design Craig J.Ferrari,E.LT.,S.E. site planning Dear Abutter: sewage system A public hearing has been scheduled for the Barnstable Board of Health to take action on designs a request for variances from the Town of Barnstable and Title 5 Regulations for the subsurface disposal of sewage for the proposed Title 5 septic system at#620 Yarmouth inspections Road, Hyannis. The variances requested are as follows: Variances requested under Title 5: permits Under Max. Feasible Compliance 15.405 (la)Reduction in Setback, SAS to Lot Line (10' to 2.6') (lb)Reduction in Setback, Septic Tank to Foundation(10' to 8.2') Said hearing will be held in the Hearing Room, South Street, Hyannis,February 28, 2017 at 3:00 pm. Plans and application describing the proposed activity are on file at the Board of Health office,200 Main Street,Hyannis. It is recommended to check with the Health Department to confirem date and time if you are interested in attending Sincerely, Daniel A. Ojala, PE, PLS Down Cape Engineering,Inc. Cc: abutters file Barnstable Board of Health f f A February 1,2017 i Re: 620 Yarmouth Road,Hyannis I I i Bg 9 To the Barnstable Board of Health i I hereby give my permission for Down Cape Engineering to represent me at the upcoming public healing. Owner/legal representative date Page 1 of 1 = Stanton, David From: McKenzie, Marybeth Sent: Friday, February 17, 2017 1:29 PM To: McKean, Thomas; Stanton, David Subject: 620 Yarmouth Rd, HY plan review Hello, I reviewed the plan, not much else they can do, very small lot. I put a copy of the adjacent property so you could see their SAS location.There was no folder on this property.The plan is on my desk for the-plan review meeting 2/22. Thanks, Mb 2/22/2017 Town of Barnstable Geographic Information System January 31,2017 345013001 G 345004 #672Y 345012 #657 #676A - J �V C/• \ 9676B #414 6 345015002 7. 345003 #62329003 345036001 150 #480 345024 #165 ,:. .. 345017 �. 328183 i 345022::. •::,• ;.::.::?,; `�345018 #130 345021002'*;;*-'i: •:•;;:'.;i 345020 345002001 are ��� +i•: a 345029 #93 345033CND #92 344076001 0 70 Fe #556 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:�345 Parcel:022 Board of Health boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located are only graphic representations of Assessors tax parcels. They are not true property -- across the street. Abutters boundaries and do not represent accurate relationships to physical features on the map j..•' .j such as building locations. Buffer - AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '345022' Direct abutters(no set distance) and the properties located across the street. Total Count: 5 A Close Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed CityStateZip BARNSTABLE,TOWN C/O BARNSTABLE 480 BARNSTABLE RD HYANNIS,MA 345003 OF(ARP) MUNICIPAL AIRPORT 2ND FL 02601 3999/91 345018 MERLESENA,JOHN P MERLESENA REALTY PO BOX 532 HYANNIS,MA 9911/306 TR CORP 02601 345021002 LESLIE,EDWARD E TR DODGE REALTY TRUST 226 MAIN STREET CENTERVILLE,MA 11469/348 02632 345022 SULLIVAN,KEVIN M& 620 YARMOUTH ROAD HYANNIS,MA 7805/90 MARJORIE AYER- 02601 345024 CHARLES WHITE 330 COMMONWEALTH BOSTON,MA 14802/139 MANAGEMENT,INC AVE 02115 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1/31/2017. I http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 1/31/2017 l? - odZ TP.ANS. NO.: CITY/TOWN: H y g M�-7 f S APPLICANT: gor+CIo-ft i CG�Sfr�� G� ii, j , ADDRESS: 6920 )/qr- noL4 lPoad DESIGN FLOW: gpd REVIEWED BY: DATE: N/A OIL NO ;'13�; ;t_�f�.�`i.:'Fux�..h.x�.ar.. ,re.��.. .s�•x�.ad;4 ie;�,:.i�'`.1... .r.� Ali* },k�� � 7r�.,���`.St?Itw t'ky.i .`.i� �b d7`YJr,.iC L, .�„,s,. 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 CNM 15.2204(t)] IJ 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.) 1310 CMR 15.220(4)(d)] (/ Location all buildings existing and proposed 310 CMR / 15.220(4)(c)] L Location and dimensions of system components and reserve areas. / [310 CMR 15.220(4)(e)] V System Calculations [310 CMR 15.220(4)(f)] daily flow septic tank capacity(required andprovided) soil absorption system(required and provided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] 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 elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? [310 Ma 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 ( - 'iv :-..................... �3..._._-..__.-_.._. ........_..--_......... .�.Y. ...._-......._.._-...__--_ ...—.—�_•_-._..__- ._^_.._..-.._._..- _..................-. _. .._....—._..-.__..... ........................ __...__._ ..........__..... ..___._._.....• 4 �• __.__..... __.______ __ ._...._._•____.-.•._.--.• — _ •--- ----- --- --yq-- -. -- —_-_ _._. _ ------— -_ ._........M•�0.`NsW�V...Y_4 nf_r._-�Tt'•_._.___.__.....-_.--._._.....__.._._..._.,- -__... y_. 'r Get .......... -- - r, --- - v .ri _ .� �_Y�.w• f—,a� a----._.... _.,.__l..-_.............. __._..._._..__.._.._..- ... ---...._ z � � ..... ._.._._________---_--._._- .. �. .....__--......_ -. - -_ ...5...�.w..-:•a....,......r r..-._u,�.-...+-mac"-- n._.. .._..._... • a 1 �7 DepaurdtaentofRegWatolcy.Services � a 1l�afiJ�� 1[� .�av �lll Date z a pv 200 Kda 31mr,Hyannis MA 02601 ' • T.€v rntM n i .y Date Schedule d AA Ti=_ �'^ &tee)Psl, loa. D� l n3, . . N Soil a 4 Asse*sment for Sews e Dis osa� Performed By: CUP P Witnessed Sy: 7� �. Location Address- `Z D rvt p ' OWner's Namo V L,((t ✓Q�+^� NYQ,,.� - Address Assossues Map/P=zI: � '/Z Z, ' - Eng"tnccr's x=l NBW CON—STTRUCMN REPAIR TelephonaO C t�j 36 oZ" /Z(/ Land Una; Y( S`c Slapcs(orb) ® ®`� � gmfa a sloaes Dintancatftnu open Water)3 ody >71,C66A possible Wet,Area>Z fi Drinking Water Well Draibage Wily } . ft Property Lint Other Et MUM(Slmet name,dimensions of lot,exact locations of testholes&pem tests;Incatc w4ands 4n pxoxiraity to holes) Wi( ✓ .. . _ .:-._. ^_.._ _.� �._�. n-� .... try. _ ,. :. �:�.. -- . • -.... _. -.. . .. .- \ �Lj 0 r Parent material(geologic) (,' G Q Depth t4 Fedrgclg G � DepW.•to.Oroundwator SlandingWaterinHole: Weepirigfrotrt?It Fnaa Sstin'ated Seasonal High Groundwater Depth Obim-ved's6nMag in obs.hole: - in, :D0.Fflk o.sstll;n39 e6' - _ ._,: •-_ _ Lzopth to wcopingfrom side of abs.hole: ltl, tarnttndwaterA41ustmank fir IdexwclI# Reading)DAte: lndVXWrA16Vul Adj.;lfCE6C.,,, .^ A6j4r0giltli'LbULeYal.o;,., 7lMCOLA L'J.ON TEST mug' Observation Hole# f� DcpthofP.=- 110 ` Tl=AW .., Start Pre-soak'i'Ima @ Bud Pto-soap RateWn:/Ioch S1t;Suitability Asaessrncrjr SItoPAsscd dC SiNraliod: AdditionalTostingNcedcdi;kn . original: Public Health DlYlslon ObaB6ation Holy Data To Be Completed on Back **"%C pe rcolatibn test is to be conducted witbin 100'of wefl=dg you manst first notify the Barnstable Conse7abion Division at least one(1)week prior to beghnin& :�:�saPrrc�P�l�cFOR1Yl'aooe io D7]EEPUBsERv Aoixq Lor, Hoge# Deptiifrom Soil Horizon SoilTCAure ShclColor Soil•. Ot[wr Surface fin.} MsbA) JMunsell) Mottling' (Structarc,Stones;Boulders; _ ) o i 2ctt may,96'Cravc]l ' -'iYAM ONME9 LOG' Rol Dcpthfrom sallHorizoa Sbl1Textarc Soll Color Soil Othnr Smfacc(iu.) (USDA) (Munsell) Mattling (Stractum,Stones.Boulders. ansis cnc %Grave ts IDEEF OBSERVATION HOLE LOG Dcpthfrom SailHorIzon SoilToxturo Soil Color Sail Othar' 5arfacc(ia} (USDA) (Munscl[7 Mottling (Struetm,Stouts,.8ouldars. Coliulstmmv,Irl 12 a Depth from soil Horizon Soil Toxturc soil Color Sou Othrr Surface(ia.) (USDA) (Muasell) Mottling (5fructura,5tonrz Boulders. ' Co si Cunt 6 Above 500•yeaflaod boundary No_ 1'es 'Witten 500 ycarlsoundary. No 'Yes ' Within 100yAr flood boundary Xo Yrss.• _ - DeY7tl' gXatutran or-wrrimParAou.,LV196r%eY Does at Least four feet of naturaLLy occurring pervious aterlaL exist in all arada nbgerved tht'qughout the area proposed for the soil ahsorptibn systeml 7f not,what is the depth of ttatarally occurring pervious mat6ftall C cat on certify That on (date)r havepassed the soil evaluator examination approved by the DBPa�entOfEnv oMbIltal.Proteotion and thartllo above analysis was.perfor=abyma consistentwith the required training,expertise and=arience described in�10 CUR 15.017. signature y , ' Dath 4 ' �:��rric�r�i.cnOL�vtnac . va To of d ' Dop artwPut ofRegailator':Suess Public Realih.Dlylslon Date 2QQ SYlaira 5treec,lHyannls MA 02601 Date sGheauaea •• • ���.�•�� :�����, `UPI. j y AssesSmentfor Sew sat 1',xfbrmed Hy:I 't � moo' xe� Witnessed Sy> n t ��! -� 1 T�•�. , Locadon Address 6 2-0 ��y,�®�� OW.ner's thane J(1� HXOL",.A yy Addxsss �p , Assessor's Map/Dorval: J ��2 , a3nginocr's Name �! v G)kL NEW CONSTR-UCM01\1 6 REPAIR 'Telephone# Land Use 1 P (gb) -' Surface stomes , Distances from: OpenWaterBody PosslbSeWckAxea Drinking Water Weller Drainage Way 1C ft Property Liao ____C-��ft Othex y ft J[7C`JL'�C7�fo(smaetname,dimensions of lot,exact Iocations of test holes&pert tests;locate wotlands In pxaxiznit'to Lo1m) _..._......' ,. :..._:........AN\,...... ...::...... ....___cF$ .:-. . .._ , . ....... _ . ..... .. . i • ����y�' 'u,` ��Crawar, f�,36 Parent material(goologic)01 ereo , V ," & s Dopth IV k U Jrgclt_ Deptb.'to Cimuudwater: 5landingWnterin l'-Sole: �°� �. Waeping�'iAlzt F1t�11a� L. Rstargated&easanal High Groundwater �MON FOR SEASONAL BOOR WATER PRAJ� LR. Method Usdd; " = } , ._- _- .. . Depth Obsernd siandxng in❑bs.hole: Iq, opthsTp.5Ql1 ?gf laBt_tl itL Aoptt�tc�rcepingirom side of obs.lxolc: ln, gx�nun.dwatuz'l�df ustm�nk fz. Index Well# R•cading Date: Inde2G WeII l6V0l .r„ .P,.dj kURW T_ � J,:pi:AuiitLwakei'7 aYaf ,z Observation � 0N TEST Dde TIME Kola#k qA --.., ')?lxnc•at.P" �-.,.,,.,,,.,,,�,.. ..,,,M.,�,..s.._, � Depth of Peru. Thiia.Rt 6" Sartre-SOaIL pima @ � � `Pima(911. u � ) End Fre-soalc :R.ateMln./[moh ;;lt�Sultabillt Asacssxnenr, sltn 'Ass i r Sltp�nllnd:___�__ AddltionaI Tasting Xroded(YIN) Oxlginal: Public Health Dlvlsloa ObBBr- adoa Halt-,Data To Bc)Completed on-BaCX£--����-� _- ou test is to be coaadxacted vQifta I00' of''Hama,you must first?jotify the , BRxnStRb18 4CoWaal yaffon Division at-least me(1)week prior to beghmixag. AGOG Dapth from. Soil Horizon Soil T.rxNrn Still Color Sail•. t7t>Zcr Smfaea(in.) '(.15I)'A) (NlunsaIi) Mottling' (Structure, Stones;Boulders, a i`eerr y,�a'Cravall 0N'110LV LOG Rode TO Dcpthfrom soilHorizon 5b=rxturo Soll'Color Soil Other Surface(in.) (T]5DA) (Munsall) Mottling (5trocturn,5ronas,T3otsTdets. onais,enov,9b Grave q, oVA ID EEF OBS ERM&rJC7LON ROLE LOG W', Depthfroni Soil Horizon Soil Texture Soil Color Sail Olhar 5udace(in.) (USDA) (Munscll) Mottling (StructuXo,Stones,boulders. Co i to o a Dapth from Soil Horizon SpilToxtura Soil dolor Sail othr'r 5urfaco(in.) (USDA) (Munsell) Mottling (5txuctura,SfDti v souldars. - Co si ran 6 ' Yr'Yoaa anc'm'*.gt-0� Above 500•year;ffwdhoundsuy No•._...., Yes Within 500 year boundary. No �� 'Yes ' Within 160ymrflcodhoundary Now. Y5 - yyp�¢ of ltirat T•aYl�(�cc r yn e�vYans MatoriaY Sloes at least four Feet of naturally oceutring pei`vious �aietixl e7tigl itt all aralis nbserved throughout the area proposed for the sail.absorption aysteml If not,what Is the depth of hatmally occurring Pervlous matdrtEdl C�Y.ti1�YC�.'f;I0Y3 •y5 � ' x certify that on. (date)x havepassad i-e soil evaluator e9Caminadon approved by the Dena inert ff- Env i orlmentalprotoodon and that'tho above analysis was.portornmd by rme consistent With . the re'Quiff d.training,expertige and rmparienca described in�10 CIV R 15.017, signature a � q ' Deb ' .� ,,. e T=a;, .-.•;:r. ,F�x y�r �,.e. S { -� Yv(r�a�•,p �,v'�, n` ��� .: � , hOWN _ _ OVE UTILITY POLE EXISTING METAL. BUILDING C DINATE LO�N• 650 WITH ELECTRIC[CO 35.4 /\ 35.3 END GRANIT6�Ln9 D\M ® / \START CAPE N%F BCARMEUNA LAMPOS \ \ PRO EASEMENT LINE END START ITE COD B \ PROPOSED EQGE FG ADES ENTy�o \ MATCH EXISTING ' 9D' \ o• C I O PRO -OF 36 / ti � - a\ SIGN \ I RIP 1 r LI D PROPOSED GRASS LOT �C. t RETENTION EA. PB 556 50 SEE DETA c, SHEET 33.662 SFf o E D 0.773 AC. t '° $ •a F �9 d:` .„ (INCL R.O.W.)7 ' 9� eIL ' 9/ sd, � g �,ORDPOSED D OkAlW c vET 07 RAIL 'FENCE fi - - /_ ".. •. .. 7Ho ma's , . - -e .L %• : _ •�"'••.•�.'" x� • _ .\ /R_ fin,•-5.},,,��g j; ,, tt6, h I � � J `�\ � 1 0 I •"471 - IQ.'c'ly1'l��`44' rFd#j��.i {{f//•�. . lJ� _ - -co y 27.2 METAL g IN - 1 PROPO STOC p 0, 92 SF. ;•� ENCED ^ -f �n EL. 38.7 UMP- STER f 35 T cl 1 S00 �.AL . \ SEPT►C TANK ?O.p' O/ SACK 9s � CHING \ - -� SYSTEM \700 /F NAN SULL I ALL TEM LL SYSTEM PROFILE MARKED WITHCMAGNETICTTAPEAOR BE NOTES COMPARABLE MEANS FOR FUTURE LOCATION. y99%61 2' CAST IRON COVERS TO GRADE OR CONCRETE (NOT TO SCALE) 1. DATUM IS NAVD 88 � �'r pO o�v COVERS TO WITHIN 6" GRADE, COORDINATE W/ OWNER 2" PEASTONE OR GEOTEXTILE 2' CAST IRON COVERS TO GRADE OR CONCRETE COMM � COVERS TO WITHIN 6" GRADE, COORDINATE W/ OWNER 2. MUNICIPAL WATER IS EXISTING Electric \ TOP FOUND. EL. 39.3' FILTER FABRIC OVER STONE 38.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 35-36' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PRECAST H-10 BLOCKS OR UNITS TO BE AASHO H-2Q RISERS (TYP.) THICKNESS REQUIRED COMPONENTS T RISERS \Qo\ 2'm 4IPECH40 PVC HR 20A 5 PI JOINTS TO BE MADE WATERTIGHT. 7NTP PIPES LEVEL 1ST 2'". 13" MIN. I . DIM. ENDS BET, ( P;�.. SIDES 33.0' CE o°\e�oti ,.- :.. , �,,.,.,.,.,� gt `tip" \*38.3 10" 1500 GAL H-20 14" ;000000bo,. °�o �00000000 TRUCTlO MILS o of . , ,... -. 0NS N ,DET �tp � WITH .6..,C .TO..BE IN.ACCORDAN ` ` 34.26' TEE SEPTIC TANK TEE \,3 0®000 ®®®� oo°oho ®�� —�®®® 'o°°°°°°° F Locus 4.01 ° ° ° ° ° ° 310 CMR 15.000 (TITLE 5.) °°°°°°°°°°°° WATERTEST D'BOX o°o°o°o° . ®®®®C�J0 >o°o°o°o° o GAS BAFFLE ° ° ° ° ° ° °� ®®®®0®®®�®C� oo-o-o ®®®®®®0®®®® 000000ga e °°°ago°°°°° FOR LEVELNESS N °°°°°°°o o°°°°° o 0 0 0 °o°o° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND on Gn >00000000 ��®®®®��®®r�- °Oo°o° ® °oo°°°°o , 32,27' 32.10' >000000°o °00000 0000°o°g 30.0 NOT TO BE USED FOR LOT LINE STAKING OR ANY a mio� 4 LIQ. LEVEL (ACME OR EQUAL) ." OTHER PURPOSE. �, a 0 oo°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o °°�°,°°°°�?�'�,^°°°°°°°°°�°�°„°„° ° °,°o oo L°°°°. H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. `t 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' a CONCEALED WITHOUT INSPECTION BY BOARD OF COMPACTION. (15.221 [21) Iq HEALTH AND PERMISSION OBTAINED FROM BOARD Bolo OF HEALTH. 10. SHLLCALLING D GSAOFE (1-888B 3 4 RESPONSIBLE2 3) AND OR LOCUS MAP ( 3 36 % SLOPE) ( % SLOPE) ( 1 VERIFYING THE LOCATION OF ALL UNDERGROUND &% SLOPE) 24.5' BOTTOM TH-1 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'f H-20 LEACHING NO GROUNDWATER FOUND WORK. FOUNDATION— 1 1 SEPTIC TANK 58' D' BOX 12' ASSESSORS MAP 345 PARCEL 22 FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE SITE IS LOCATED WITHIN A ZONE II *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL PROPOSED LEACHING FACILITY. UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 3 BEDROOM DEED RESTRICTION REQUIRED AN PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM EXISTING LEACHING FACILITY SHALL BE PUMPED LEGEND^ ^ VARIANCES REQUESTED: AND REMOVED OR PUMPED AND FILLED WITH CLEAN UNDER MAX. FEASIBLE COMPLIANCE 15.405: SAND. 99— EXISTING CONTOUR (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 2.6') SYSTEM DESIGN. (1b): REDUCTION IN SETBACK SEPTIC TANK TO FOUNDATION (10' TO 8.2') X 99•1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED —[991— PROPOSED CONTOUR EXISTING 3 BEDROOM DWELLING 198•41 PROPOSED SPOT EL DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD TH1 �6 �► o USE A 330 GPD DESIGN FLOW } TEST HOLE 0 2Y� SLOPE OF GROUND c SEPTIC TANK: 330 GPD (2) = 660 �� \c USE 1500 GAL. SEPTIC TANK Cc--) UTILITY POLE FIRE HYDRANT a 37 2 LEACHING: NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING O /�� \ c SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD \ BOTTOM 30 x 9.83 .74 = 218 GPD TEST HOLE LOGS �409 , PROP AND . VENT UGSCRWI CHARCOAL LTER TOTAL: 454 S.F. 336 GPD EXISTING S CONTRACTOR ENTH HOMEOWNER EN (FINAL ENT B USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ENGINEER: CRAIG J. FERRARI, SE #13871 LOT AREA DWELLING CONSULTATION) WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' = � DAVID W. STANTON RS 6,099 S. F. TOF 39.3 p 82' G 36 BETWEEN UNITS WITNESS: 0 DATE: 1/25/2017 q'Qq �F PERC. RATE _ < 2 MIN/INCH a 700, zo 35 �� MA CLASS I SOILS P# 15251 CP TH2 N / APPROVED DATE BOARD OF HEALTH ELEV. ELEV. 4� „ 4 36' ., � 36' 37�� � DIRT 36 DRIVE Q A A BENCHMARK:COR V LS LS LANDING ELEV 10YR 3/2 10YR 3/2 =39.9 NAVD88 cl- N 4 TITLE 5 SITE PLAN 12" 10" yQ C OF B B 0 LS LS � #620 YARMOUTH ROAD 36 is 33 10YR 5/6 34" 33.2 � 10YR 5/6 HYANNIS MA 1 C PREPARED FOR C C BORTOLOTTI CONSTUCTION / PERC SULLIVAN MS MS tZ - ' �� C DATE: JAN. 30, 2017 1 OYR 7/4 1OYR 7/4 � w cjL� w©�M �w of Mks � ���o ��s`X'... off 508-362-4541 SS^ � 17ANIEL �cs� fax 508-362-9880 IELA. °` DANIELA. y�N D IEL ' A u� ' P OJALA downca e.com OJALA A U, r • • • CIVIL CIVIL OE ALAA O.JALA PJa NHS. C Fp q No 40980 WN cape engineering, h7C. 138" 24.5' 138" 24.5' p �No.45502� a, �� � b A° F o� R� l ,a civil engineers Scale: 1"= 20' cFs o��TAR c�`'� Fss�IsTE Goa s All s land surveyors NO GROUNDWATER ENCOUNTERED 939 Main Street ( R to 6A) BI CE # 1 7—0 02 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 17-002 ALL SHALL TE SYSTEM PROFILE MARK DS WITHC MAGNETIC TTAPE OR BE NOTES (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. hq9. 2' CAST IRON COVERS TO GRADE OR CONCRETE 1. DATUM IS NAVD 88 COVERS TO WITHIN 6" GRADE, COORDINATE W OWNER 2' CAST IRON COVERS TO GRADE OR CONCRETE p copy / 2" PEASTONE OR GEOTEXTILE COMM o oii \ COVERS TO WITHIN 6" GRADE, COORDINATE W/ OWNER 2. MUNICIPAL WATER IS EXISTING TOP FOUND. EL. 39.3' FILTER FABRIC OVER STONE E/ectric 38.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 35-36 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. NOTE: 2" MIN. WALL . � PRECAST H-10 " 4. DESIGN LOADING FOR ALL PROPOSED PRECAST THICKNESS REQUIRED BLOCKS OR RISERS (TYP.) MORTAR ALL PRECAST RISERS UNITS TO BE AASHO H-2 . : 4"soSCH40 PVC COMPONENTS 3o\ jT1EE 6" MIN. SUMP PIPES LEVEL 1ST 2' H-20 5. PIPE JOINTS TO BE MADE WATERTIGHT. °gyp12" MIN. INT. DIM. 4' 5' (TYP.)ENDS BET. SIDES 33.0'38.3' 10�� 1500 GAL H-20 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCEP` �'�P'�PP34.26 TEE SEPTIC TANK , a a a o °aao ®aa oo°o�0 0���- n00� >0000g000 WITH otoy P� oJr +' 4.01Ir ° °°°°°°° wATERTEST D'BOX >o�o�o�o� oaoa000aaoo °o°o ooaooamI= °0310 CMR 15.000 (TITLE 5.) � Locus GAS BAFFLE o°o°o°o°o°o °o°o°o° p p p p p O O O C� oo°o°o p p p O O O O p o 00_ ° °_ FOR LEVELNESS °°°°°000 O��DOC�C���OC� °°°°°° (��®�0(]0���� o 0 0 07 THIS PLAN IS FOR PROPOSED WORK ONLY AND N °o°o°000 aoo���aao®o °Oo°oo o®000aaao�o , ,00000000 00000000000 0 0 0 00 0 o .. o 0 0 04' LIQ. LEVEL (ACME OR EQUAL) 32.2 32.10 ° O O ° ° °°O°°°°° 30.0 NOT TO BE USED FOR LOT LINE STAKING OR ANY 3 ... +J�0 : ,:• • OTHER PURPOSE. 0000000; ;0; O ° L oo00000000°O00°O°00000� �oo0 �o� ° ° oo°o ��0",-0oo0o°oo � oo f L , , o o�o,o� ,o� oo Boa 4" H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' 9. COMPONENTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 [2]) CONCEALED WITHOUT INSPECTION BY BOARD OFul ,� oa uS HEALTH AND PERMISSION OBTAINED FROM BOARD BQ�� OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP CALLING DIGSAFE (1-888-344-7233) AND ( 36 % SLOPE) ( 3 % SLOPE) ( 1 % SLOPE) VERIFYING THE LOCATION OF ALL UNDERGROUND & 24.5' BOTTOM TH-1 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'f H-20 LEACNO GROUNDWATER FOUND WORK. FOUNDATION 11 ' SEPTIC TANK 58' D' BOX 12' FACILITY ASSESSORS MAP 345 PARCEL 22 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL BE REMOVED 5' BENEATH AND AROUND THE SITE IS LOCATED WITHIN A ZONE II UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PROPOSED LEACHING FACILITY. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 12. EXISTING LEACHING FACILITY SHALL BE PUMPED 3 BEDROOM DEED RESTRICTION REQUIRED Lr r^ I D VARIANCES REQUESTED: ` AND REMOVED OR PUMPED AND FILLED WITH CLEAN [_ C I y U UNDER MAX. FEASIBLE COMPLIANCE 15.405: SAND. 99- EXISTING CONTOUR (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 2.6') SYSTEM DESIGN. X 99 1 (1 b): REDUCTION IN SETBACK SEPTIC TANK TO FOUNDATION (10' TO 8.2') EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED -[99]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. EXISTING 3 BEDROOM DWELLING TH1 �6 �, DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD TEST HOLE O� USE A 330 GPD DESIGN FLOW 2'/. . SLOPE of GROUND c SEPTIC TANK: 330 GPD (2) = 660 COL) UTILITY POLE \ USE 1500 GAL. SEPTIC TANK FIRE HYDRANT O� a� 37 LEACHING,: Noce NOT ALL SYMBOLS MAY APPEAR IN DRAWING j \\ SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD \ \ \ BOTTOM 30 x 9.83 (.74) = 218 GPD TEST HOLE LOGS \ TOTAL: 454 S.F. 336 GPD �Ap PROP. VENT WI CHARCOAL LTER EXISTING 9s. AND BUGSCREEN (FINAL PLACEMENT B CRAIG J. FERRARI, SE #13871 \ DWELLING CONSULTATION)WITHCONTRACTOR HOMEOWNER USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) �o ENGINEER: LOT AREA TOF = 39.3 ° �� WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' WITNESS: DAVID W. STANTON RS 6,099 S. F. O a?. 36 BETWEEN UNITS DATE: 1/25/2017 O c4440F PERC. RATE _ < 2 MIN/INCH C 10 .0. `o 35 M A CLASS I SOILS P# 15251 CP TH2 N , APPROVED DATE BOARD OF HEALTH ELEV. ELEV. 4 ' 4 ' �' - O 0" 36 0" 36 � 37-�� DIRT A A ' DRIVE Q' BENCHMARK:COR LS LS LANDING ELEV. 12" 10YR 3/2 10» 10YR 3/2 =39.9 NAVD88 N k TITLE 5 SITE PLAN g g _T C . OF LS LS 0 #620 YARMOUTH ROAD 36" 10YR 5/6 33, 34" 10YR 5/6 33.2' W HYANNIS, MA PREPARED FOR PERC C BORTOLOTTI CONSTUCTION / MS MS SULLIVAN 10YR 7/4 10YR 7/4 DATE: JAN. 30, 2017 �A®FAvlss H of M,qs�^c off 508-362-4541 fax 508-362-9880 ga` DANIELA. tiN DANIEL � o OJALA F,. downcape.com CIVIL �:\If, down cape engineerin 138" 24.5' 138" 24.5' Nb. g, inc. o. J&b �STE� civil engineers NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' 1� �Fss ��� y� 1,. land Surveyors 939 Main Street ( R to 6A) DCE # 17--002 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 17-002 ALL TEM LL SYSTEM PROFILE MARKED WITHCMAGNETICTTAPEAOR BE NOTES COMPARABLE MEANS FOR FUTURE LOCATION. h, 9 (NOT TO SCALE) 1. DATUM IS NAVD 88 'p 6". 2' CAST IRON COVERS TO GRADE OR CONCRETE 2' CAST IRON COVERS TO GRADE OR CONCRETE TCOMM COVERS TO WITHIN 6" GRADE, COORDINATE W/ OWNER 2" PEASTONE OR GEOTEXTILE COVERS TO WITHIN 6" GRADE, COORDINATE W/ OWNER 2. MUNICIPAL WATER IS EXISTING Electric TOP FOUND. EL. 39.3' FILTER FABRIC OVER STONE \ 38.0' � 2% SLOPE REQUIRED OVER SYSTEM 35-36' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MINIMUM .75 OF COVER OVER PRECAST c NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PRECAS46' THICKNESS REQUIRED MORTAR ALL BLOCKS OR c^� UNITS TO BE AASHO H-2Q A '' RISERS COMPONENTS PRECAST RISERS �p +` 2'0 4"WSCH40 PVC H-20 5. PIPE JOINTS TO BE MADE WATERTIGHT. �Jo`c s" MIN. SUMP PIPES LEVEL 1ST 2' 12" MIN. INT. DIM. ENDS BET. (TYP.) '' V T. SIDES 33.0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE38.310" 1500 GAL H-20 14" peon .�o ia. $7. TEE ,00°0°0°0 ���� Dam 0 0®�0 -���� ,0000000o WITHLocus 3TEE SEPTIC TANK o o � o 0 0 SE ° ° o o o ' ° ° ° ° 310 CMR 15.000 (TITLE 5.) 4.01 °io - ° ° ° WATERTEST D'BOX °o°o°o° aoaoa�®a�aa E1= PMMa�aaa 'o°o°o°o° 0 0 0 0 o 0 0 0 00 0 0 0 O O O D O O O o 0 0 0 ° O°O°O°O FOR LEVELNESS >°o°o°o°o I]I��I�Q�0�1��'Q oo°o°o �o�aoa00000 GAS BAFFLE.., �g c i >00000°00 0 0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND �a Da�al�l�ol�® 000000 aa�0�0,.00�0m ,00000000 , 32.27' 32.10' >00000000 °°0°0° 00000000 30.0 NOT TO BE USED FOR LOT LINE STAKING OR ANY s-o •: 4 LIQ. LEVEL (ACME OR EQUAL) OTHER PURPOSE. 0000000000000000000000000o('00000000a000000000 �/H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. D '��O,,OnO�n•,O,•n�7�7 0 0 0 0 (1 C_n_n_n�n�7,0 O 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' a COMPACTION. (15.221 [21) CONCEALED WITHOUT INSPECTION BY BOARD OF `c HEALTH AND PERMISSION OBTAINED FROM BOARD Boke ui OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP CALLING DIGSAFE (1-888-344-7233) AND ( 36 3 1 VERIFYING THE LOCATION OF ALL UNDERGROUND & SCALE 1"=2000'f SLOPE) ( % SLOPE) ( % SLOPE) 24.5' BOTTOM TH-1 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF H-20 LEACHING NO GROUNDWATER FOUND WORK. FOUNDATION- 11 SEPTIC TANK 58' D' BOX 12' ASSESSORS MAP 345 PARCEL 22 FACILITY11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ,,,._----------------------•------ ---_-----:-�-��-�-�.---... THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL BE REMOVED 5' BENEATH AND AROUND THE �TE IS LOCATED WITS.�1.I�L--.�-•--�OPI€-�4----`' * PROPOSED LEACHING FACILITY. _ - UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 3 BEDROOM DEED RESTRICTION REQUIRED AN PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 2. EXISTING LEACHING FACILITY SHALL BE PUMPED VARIANCES REQUESTED: D REMOVED OR PUMPED AND FILLED WITH CLEAN LEGEND SAND. � UNDER MAX. FEASIBLE COMPLIANCE 15.405: 99- EXISTING CONTOUR (1o): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 2.6') SYSTEM DESIGN. (1 b): REDUCTION IN SETBACK SEPTIC TANK TO FOUNDATION (10' TO 8.2') X 99•1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED -[99]- PROPOSED CONTOUR EXISTING 3 BEDROOM DWELLING 198.41 PROPOSED SPOT EL DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD TH1 USE A 330 GPD DESIGN FLOW TEST HOLE O � 2YY SLOPE OF GROUND � c SEPTIC TANK: 330 GPD (2) = 660 �� \c USE 1500 GAL. SEPTIC TANK COL) UTILITY POLE yr FIRE HYDRANT 37\ LEACHING: SIDES: 2 (30 -�- 9.83) 2 _�.74� = 118 GPD NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING �y.�• \\� � C . BOTTOM 30 x 9.83 (.74) = 218 GPD ° TOTAL: 454 S.F. 336 GPD ( 2.. 7 TEST HOLE LOGS \ 7Ap PROP. VENT WI CHARCOAL LTER AND EXISTING ss CONTRACTOREEN WITHFINAL HOMEOWNERMENT B USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ENGINEER: CRAIG J. FERRARI, SE #13871 LOT AREA DWELLING Too, �� CONSULTATION) WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' TOF = 39.3 BETWEEN UNITS DAVID W. STANTON IRS 6,099 S. F. O 82• 36 WITNESS: O cqR DATE: 1/25/2017 qc F PERC. RATE _ < 2 MIN/INCH b goo, zo MA CLASS I SOILS P# 15251 C CP TH2 N / APPROVED DATE BOARD OF HEALTH ELEV. ELEV. �s O DIRT � 4�• 3O 4 4 �S ��, l / off 0,� 36 37 36 DRIVE VQ A A BENCHMARK:COR o� LS LS LANDING ELEV. 10YR 3/2 10YR 3/2 =39.9 NAVD88 N TITLE 5 SITE PLAN 129' 10" Q C OF B B O LS Ls M #620 YARMOUTH ROAD 36" 10YR 5/6 33' 3499 10YR 5/6 33 2, w HYANNIS, MA PREPARED FOR C C BORTOLOTTI CONSTUCTION / PERC SULLIVAN_ MS MS DATE: JAN. 30, 2017. 1 OYR 7/4 1 OYR 7/4 ��W F hlqesq� � OF Mqs off 508-362-4541 �a s9c I fax 508-362-9880 DANIELA. y�N ? DANIEL s � downcape.com o OJALA A . CIVIL (n z 11AILLA down cape engineering inc. �, N0. N� 4 0bo civil engineers Scale: 1 138" 24.5' 138" 24.5' = 20 .\ �°�F S/isTER G�� ��•y�� �, land Su�VeyorS NO GROUNDWATER ENCOUNTERED 1� 939 Main Street ( R to 6A) 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 LICE # 1 �"-®®2 1 7-002