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0099 FLEETWOOD PATH - Health (2)
- 99 FLEETWOOD PATH, M. MILLS A=047-051 LOT #51 Town of Barnstable . P# / Y6W Department of Regulatory Services _ n�►Jvlartel�ea Public Health Division Date r >� 199. �� 200 Main Street,Hyannis MA 02601 • jFIJ Mid� { Date Scheduled ��" �J Time l 4"`M Fee Pd. Soil Suitability Assessment for Sewage Dispose Performed BY: MI"AC:1 P1MENrEI ��� C5E Witnessed By: ✓t l/�- LOCATION&.GENERAL WORMATION Location Address Owner's Name Ft tL�1"IC/ A • �►o f c� 4 Address Assessor's Map/Parcel ` G q 7 ` OF( Engineer's Name C £,�,1,�� /( NEW CONSTRUCTION i REPAIIt — �`' Telephone 7 - e 7 .50 ' 273-US 71 Land Use (X639E'yf 14L Slopes(96) 25 0/® Surface Stones �q Distances from: Open Water Body >/IV ft Possible Wet Area /�' ft Drinking Water Well Dralhage Way ft Property Line l® ft Other {t SKETCH:(Street name,dimensions of lot,exact locations of test holes&pare tests,locatemetlands in proximity to holes) 5e-,L of kk-,e", lay Parent material(geologic) ObTwFSH P6B�n� Depth to Bedrock > 1144 „ Depth to Groundwater. Standing Water in Hole: > 1 yy a Weeping from Pit Fnca Estimated Seasonal High Groundwater ��cou CV XWO 'S�, ff4ce DETERMINATION FOR SEASONAL'HIGH WATER TABLE Method Used: D'aEGr O6-se ew4kner) r . Depth Observedlstanding in obs.hole: ' 1q+1 in,' Depth to soil mottles:, 1 yy !'n. Depth to wecpini.fronAide.ofobs.hole: ' i�}r{ In, Groundwater Adjusttionk N A ft. Index Wel!# 'Readigg D'te: i Index Well lwol '�Mr AcU,fhCtbr. Y^_� A' Clraundwuter Level, v PERCOLATION TEST Data + z n T1ma //-'U1' Observation Hole# 1 A . Ti me at 0" w t j�qt Depth of Perc 0-3N E Time at 6' Start Pre-soak Time @ i1''il' O " );•6"6..;".`Time(9 : End Pro-soak '?11;=17 RateMin./Inch Site Suitability Assessment Site,Passed Site Failed: Additional Te#ling Needed(YIN) /V 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 fiirst notify the. Barnstable Conservation' Division at least one (1)week prior to beginning. Y Q:XSEPTIMERCFORM.DOC 1� � DEEP-OBSERVATION HOLE LOG Hole# 1 4 Z Depth from Soil Horizon Soil Texture .Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. o r i e cy.%'gravel) n t1 tagnty 54N.O. -11)ye 516 � — (oo -1'14" C aleo-C-k12fe= s4mo -- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. Consistency. DEEP OBSERVATION HOLE LOG Bole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Slopes;Boulders. Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 506 year boundary No°� Yes Within 100 year flood boundary No. ✓ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? YE5 If not,what is the depth of naturally occurring pervious material? Certification I certify that on /t) 27, 1 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and�rience described in�10 CIvM 15.017. 7,______� - 0-4- Signature Date Q:VSBPT ICVBRCFORM.DOC TOWN OF BARNSTABLE LOCATION qq �pCEL:,ry ob WH SEWAGE# A015— 437 VILLAGE MAR S M J LL_% ASSESSOR'S MAP&PARCEL 41 INSTALLER'S NAME&PHONE NO.(�APgWOC_ &-reaKisa 56'9-471 W" SEPTIC TANK CAPACITY On 0 QAL LEACHING FACILITY.(type)��� L e-Ff S (size) (a�f5 3 r X�� I CA NO.OF BEDROOMS 3 OWNER PZ05C 6 MIJ MULCAKY PERMIT DATE: 1 ,2-9 • d GPI COMPLIANCE DATE: Separation Distance Between the: No Cam, . Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Ga,.Scgk U E70 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) LA Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) NLA —Feet FURNISHED BY CAQG"bt EQ !fit— U f G G—;L= 15,x / V D -1 A,44 A-3 1 A-a_10.2,5 �cC;are aQSY 0—� 1 ELce / is c 'P RAos f cry. / K ETe Fee �D`� f!^ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitation for Disposal *pstem Construction permit Application for a Permit to Construct( ) Repair k Upgrade( ) Abandon( ) [Complete System ❑Individual Components Location Address or Lot No. 19 F LEETLJ 0010 -PA:T+i Owner's Name,Address,and Tel.No. Assessor's Map/Parcel B WR ` ROS G At4iV MULC,0 -S-VM-Sold F -007D P fJ M Installer's Name,Address,and Tel.No. 501?-q77 Designer's Name,Address,and Tel.No. .5ro$_W13-®3 7-1 CA'PRVcO67 �N7'tYLP�4 6i,C, Z-G. 601 .YAJ68 SO-'-6t =oG 5T HtA R'95q CR.410 Iff WAREH0441 Type of Building: Dwelling No.of Bedrooms Lot Size 71600 sq.ft. Garbage Grinder( ) Other Type of Building RtS lD tr=W1 AA_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 a gpd Design flow provided �j C9. gpd Plan Date l;.--I - l Number of sheets I Revision Date Title 99 C Gv� 1) PAMq kd,�GC1S M fLL? Size of Septic Tank © Type of S.A.S. 02 5' OP 67i LDY! 60,4[kAOLS Description of Soil AAGZ C,��JIAF= :.40-b fpa Nature of Repairs or Alterations(Answer when applicable) U 5C ib N E C) H-Ay D-Bay '1L (off) 5 oo cz gu t) 14-A L 6do1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea Signed Date r;L -9 - Application Approved by Date �� 9 Application Disapproved by Date for the following reasons Permit No.r9e /.5y 3 7 Date Issued �O f �L ,4 11-2 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: y PUBLIC HEALTH DIVISION - TOWN OF/ MASSACHUSETTS Yes *;r 4plitation for Disposal 6.pstem Construction Permit Application for a Permit to Construct( ) Repair k) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. q9 F LEETW 00 'P4 T- I Owner's Name,Address,and el.No. Assessor's Map/Parcel Q� M.M ROS G A4" M ui-Ci4wl -5-rIM5or1 O'S 9 FLUw oo P 714 M Installer's Name,Address,and Tel.No. 502-q77-$fs•T7 Designer's Name,Address,and Tel.No. .5p$-a.7 3•v 311 L'APGR_x p€ E�T�2PR�.Si�S Cd.C— SG 6K;4-1X)b?W Q ar ,,=:A.)C- 153 C,u44cac e '1' ' MA5VPGE NSA I AR5 C ti e. W 7ZEH04" Type of Building: f Dwelling No.of Bedrooms Lot Size a 7 1600 sq.ft. Garbage Grinder( ) Other Type of Building RES I b 6-I-JTI AAA No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 C) gpd Design flow provided 349. 4 gpd Plan Date 1;1 -Z -a o 15 Number of sheets Revision Date Title ( j/A)0Qb p4MINAR572),0S M(C.LS Size of Septic Tank I I C>00 GrAk„1..0&) Type of S.A.S.C2) SUIO < .A 00 44,46k&& S Description of Soil M ;4o) 60 &0,i Nature of Repairs or Alterations(Answer when applicable) U5e C—_Xlsr tAj Cx 1,0c-.0 G a-ai 56P714---rA0K -D N 6WJ tf-A D -8O x -t n A) 500 CALL-60 Y-A 0 Cj_--AC4(X)6�- 1.�-� 41 �t�T o ���. SuF•t�.c�ufvacx�G Date last inspected: Agreement: d The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of a Compliance has been issued by this Board of He . Signed Date .Z 9 Application Approved by Date lc 1_7 1 5 Application Disapproved by Date for the following reasons Permit No.r—Do L/ -3 7 Date Issued CID 1 --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired O Upgraded Abandoned( )by (NpiEty tb& &-n pt�� Lu_-i at CR i:_(.�k-40> p--i-4 M .r'( v has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No�/5--937dated Installer CA)6Lv Ip9 G, E_K?eU_'�W L.C.. Designer ''SL..*�X1 1C1.f�C11L)Et =!V G #bedrooms .3 Approved design flow 30 gpd The issuance of this permit shall no be cfl strued as a guarantee that the system wi TtioWsesied. Date Gp l 5 Inspector -----------------n------------------------------------------------------------------------------------------------------------------------- No. ; r Fee 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction i3ermit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at 99 FLQ04, r,-Fra- 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. Provided:Construction must be completed within three years of the date of this .ermit. Date �� ( I�� Approved b i r McKean, Thomas From: McKean, Thomas Sent: Monday, December 14, 2015 10:50 AM To: Scali, Richard Subject: Issue Resolved/Septic System at 99 Fleetwood Path Versus Well at 94 Fleetwood Path F.Y.I. The good news is- the septic system installation issue was resolved this morning at 9:00 a.m. and the compliance was issued to Mr. Richard Capen. I telephoned the complainant, the neighbor across the street with the private onsite well, named Sallie Marcantonio. She was happy I called because she explained that she has been losing sleep over this and she needed some advice on what to do. She doesn't want to write a letter of intention because she's afraid it might be used against her someday, she stated. She explained that her well isn't broken; it just needs to be primed. She wants to use her well for irrigation. Also she explained that she may need to use her well for drinking water someday, with all the things that have been happening in the world-if the public water becomes tainted somehow or if prices get to high. But on the other hand, she explained that she doesn't want to cause a problem for her neighbor across the street with their septic system installation. Also, apparently the septic installation workers told her not to worry because the engineer will take care of it- he would locate her well on the plans. But as we all know, the engineer did not show her well location on the plan. She then asked me what I would do about all of this? I explained to her that I have public water at my home and I'm very happy with it- the water quality is excellent. I don't need to worry about having a well tested every year and its the lowest utility bill that we get. Also, I told her that if her home is connected to public water, I suggest she should not reconnect her onsite well for drinking water. That would cause a cross-connection which would be illegal under the Sate Plumbing Code. So I suggested, that she should keep her well for irrigation the lawn and garden only-this will save on her utility bill. The State setback is only 25 feet for an irrigation well. I looked at the her property plan on file and compared it to 99 Fleetwood Path installation and determined, with a 40 feet wide road layout, her well would be at least 60 feet away from this new septic system leaching facility. Therefore, there would be no problem if she wants to use the well for irrigation. I then asked her how long its been since she used that onsite well? She replied, approximately two years. I explained to her that according to the Town Ordinance, her well is considered "abandoned." According to the Ordinance, an abandoned well is defined as- "a well that has not been used for water supply for a period of one year or more, unless the owner declares his intention to use the well again for supplying water within one year.' Finally after a long discussion, Ms. Marcantonio informed me that she is satisfied and that it is okay for the Health Division to issue the compliance slip. She may or may not be sending us an e-mail regarding the issues she faced during this ordeal. I then provided her my e- mail address. 1 1 V V 1/ V V I ■ %0 OE Town of Barnstable Regulatory Services Thomas F. Geiler, Director Public Health Division NAb& J619. Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office; 508-862-4644 Fax: 508-790-6304 Date: 5 Sewage Permit# t�o15 4 1 Assessor's Ma /Pa reel y7 JAI Installer & Designer Certification Form Designer: ee-CCo , T,nc . Installer: Address: 2b j 4 c c-o/„tierr�K Address: 1 Comm e rc,t'G 1 Sireei e451 '4u4rt\noo1 MA .OZ538 p2_6yJ 5c5273-63 77 on C?_rib l 5 Ca blj, dL Cn4z: rises _was issued a permit to install a (date) (installer) septic system at 99 F1 zeEwoud Ca-00 based on a design drawn by (address) G EneJi(1e.eCcr,S , Toc_ dated DeC. 7, as 1.5 , (designer) V""'l 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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) ected and the soils were found satisfactory. JOHNS IX� CHURCH ILL nt ler's Sig re) iI s L 4180 esigner s Signature (Al g Here) P ' ASE RETURN TO ARNSTA)�hE PUBLIC HEAL DIVISION. CERTIFICATE OF COMPLIANCY_ WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD Alm RECEIVED BY THE BARNSTABLE PUBLIC REA.LTR DIVISION. THANK YOU, gAofrice form.iWesignercertification fomdoc coc Fv Ft� TRANS. NO.: CITY/TOWN: Marstons Mills APPLICANT: Ca ewide Enterprises ADDRESS: 99 Fleetwood Path, Marstons Mills, MA DESIGN FLOW: 330 gpd REVIEWED BY: DATE: N/A OK NO GENERALb . 4w , x *•:, P x K Legal boundaries denoted 310 CMR 15.220(4)(a)] X Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] X Locus Provided 310 CMR 15.2204(t) X Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) 310 CMR 15.220(4)] X Easements shown 310 CMR 15.220(4)(b) X 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) X Location of impervious surfaces (driveways, parking areas etc.) 310 CMR 15.220(4)(d) X Location all buildings existing and proposed 310 CMR 15.220(4)(c)] X Location and dimensions of system components and reserve areas. 310 CMR 15.220(4)(e)] X System Calculations 310 CMR 15.220(4)(f)] X daily flow X septic tank capacity (required andprovided) X soil absorption system (required andprovided) X whether system designed for garbage grinder X North arrow [310 CMR 15.220(4)O X Existing and ro osed contours 310 CMR 15.220 4 (g)] X Location and log of deep observation holes (existing grade el. on each test) 310 CMR 15.220(4) h X Names of soil evaluator and BOH representative [310 CMR 15.220 41 h and(i) X Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220 4 (i)] X Percolation test results match loading rate? 310 CMR 15.242] X Certification statement by Soil Evaluator 310 CMR 15.220(4)0)] X Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] X Address 99 Fleetwood Path,Marstons Mills, MA Sheet 1 of 7 N/A OK NO Location of every water supply, public and private, [310 CMR 15.220 4 k X within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply X within 250 feet of the proposed system location in the case X within 150 feet of the proposed system location in the case of private water supply wells X 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 X Water lines and other subsurface utilities located [310 CMR 15.220 4 m) if water line cross see 310 CMR 15.211(1)[1 ) X Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220 4 o) X Stamp of designer 310 CMR 15.220(1) and 310 CMR 15.220(2)] X Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] X Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as approved for an upgrade under LUA at 310 CMR 15.405 1 k X Test hole adequate to demonstrate four feet of suitable material? 310 CMR 15.103(4) X Test Holes adequate to confirm adequate groundwater separation? 310 CMR 15.103(3)] X Benchmark within 50-75' of system 310 CMR 15.220 4 ) X Materials specifications noted? [various sections of 310 CMR 15.000] X System components not> 36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405 1 b)] X Address 99 Fleetwood Path,Marstons Mills,MA Sheet 2 of 7 N/A OK NO SEPTIC TANK _ Size OK? 310 CMR 15.223(l) X Inlet tee located ten inches below flow line 310 CMR 15.227(6)] X Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15.227(6)] X Outlet tee with gas baffle or approved filter 310 CMR 15.227(4)] X Note regarding installation on stable compacted base [310 CMR 15.228(1)] X Separation between inlet and outlet tees (no less than liquid depth) 310 CMR 15.227(2) X 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 X 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 ( X Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" b 7/07 310 CMR. 15.228(2) X Access to within 6 " of grade - one port for systems<1 000gpd, two for systems>1000 gpd 310 CMR. 15.228(2)] X All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] X > 10 ft from building foundation 310 CMR 15.211(1)] X Buoyancy calculation Required/Done 310 CMR 15.221(8)] X H-20 Where appropriate? 310 CMR 15.226(3)] X Setbacks from resources 310 CMR 15.211] X Multi-Compartment:TanksA, - . Required when other than single-family dwelling or flow>1000 g d 310 CMR 15.223(1)(b)] X First compartment 200% daily flow; Second compartment 100% daily flow 310 CMR 15.224(2) and 3 X "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter 310 CMR 15.224(4)] X Address 99 Fleetwood Path,Marstons Mills,MA Sheet 3 of 7 N/A OK NO BUILDINGSEWER AND(OTHER PIPING. Located at least ten feet from any water line? [310 CMR 15.222(2)] X Disposal piping at least 18" below water line (when water and sewer cross, see 310 CMR 15.211 1 1 X Cleanouts required/provided ? 310 CMR 15.222(8)] X Thrust blocks specified in force mains? 310 CMR 15.221 6 c X Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable 310 CMR 15.222(6)] X Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252 2 c X Siphonproblem/ leachfield below pump chamber X Endca s or vent manifoldspecified? X Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252 2 h X Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) X D'ISTRIBUTION BOX A_ '�' a Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232 2 a) X 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 X Riser if deeper than 9" 310 CMR 15.232(3)(f) X Inside minimum dimension 12" [310 CMR 15.232(2)(b)] X Minimum sum 6" 310 CMR15.232 3 (e)] X Watertight cover if<2000gpd); waterproof manhole if>2000gpd 310 CMR 15.232(3) d X PUMPjGHAMBERS, �� " are ' T�'S''". �v'�'� Ay4 �A^replA JAI- Capacity(emergency storage above working=design flow)? [310 CMR 231 2 X Proper setbacks [310 CMR 15.211 same as septic tanks X Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE 310 CMR 15.231(5)] X Service components accessible (not too deep with piping, disconnects accessible) X Alarm floats - alarm on circuit separate from pumps specified? X Exceeds two units must have two pumps operating in lead-lag mode. 310 CMR 15.231(6) and (8)] X Stable Compacted Base 310 CMR 15.221(2)] X Buoyancy calculations needed ? Provided? 310 CMR 15.221(8)] X Address 99 Fleetwood Path, Marstons Mills,MA Sheet 4 of 7 N/A OK NO SOIL ABSORPTION_SYSTEMS.(SAS) GENERAL ��;*,�,, Calculations correct? X 4 feet of naturally occurring material demonstrated? [310 CMR 15.240 1 X Required separation to groundwater? 310 CMR 15.212)] X Aggregate specified as double washed [310 CMR 15.247(2)] X System Venting required/provided? (system under driveway or >36" deep) 310 CMR 15.241 X Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] X Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document X GALLERIES,PITS,CHAMBERS,"31'0"CMP,15 253,��'" Chambers and Gal. in trench configuration supplied with inlet every 20 ft. 310 CMR 15.253 6 X Each structure with one inspection manhole (if>2000 gpd must be tograde) [310 CMR 15.253 2 X Aggregate I' minimum- 4' maximum. 310 CMR 15.253(1)(b)] X 2' sidewall credit maximum 310 CMR 15.253(1)(a X In bed configuration, inlet every 40 s . ft. 310 CMR 15.253(6) X TUN CHES.310�CMR4S.251 _ n f -t 4 a Ar Width 2' minimum T maximum 310 CMR 15.251(1)(b)] X 100 feet-maximum length 310 CMR 15.251(1)(a)] X Minimum separation 2x effective depth or width whichever greater(3x if reserve between trenches) [310 CMR 251(1)(d)] X Situated along contours [310 CMR 15.251(2)] X Breakout OK? 310 CMR 15.211(1) 4 and Guidance Document X BED,SAS (Maximumisize^of bed�,or field $A00_gpd) minimum 2 distribution lines 310 CMR 15.252(2)(a) X Maximum separation between lines 6' [310 CM R15.252(2)(d) X Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e) X Aggregate depth below discharge pipes 6" minimum, 12" maximum. 310 CMR 15.252(2)( ) X Separation between beds 10' minimum. [310 CMR 15.252(2)(f) X Bottom area used in calculations only 310 CMR 15.252(2)(i)] X Address 99 Fleetwood Path,Marstons Mills, MA Sheet 5 of 7 N/A OK NO DID THEPLAN INVOLVE ;� a a, "iYaa`5 'a."♦, vx„.�`, ",.Sfir r. '.%+' . :."c .s;SY ,'.� .'.:c ,u',.•..a�.rt3 Pressure Dosed System ? Provided pump and piping calculations as required 310 CMR 15.220(4)(r)] X Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] X If used in gravelless system - make sure jet is directed as not to scour soil interface Guidance Document X Inspections once per year (systems<2000 gpd) or quarterly >2000g d good to note on plan 310 CMR 15.254 2 d X Construction in fill - Did the plan specify that the fill shall meet the specification of 310 CMR 15.255 3 ? X Impervious barrier and/or retaining wall ? Guidance Document X Impervious barrier installation must be supervised by designer 310 CMR 15.255 2 b X Retaining wall must be designed by Registered Professional Engineer 310 CMR 15.255(2)(a X Side slope not exceed 3:1 ? 310 CMR 15.255(2)] X Breakout requirements met? [310 CMR 15.252(2) and Guidance Document] X At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2)(e)] X GravellessSystem[VA`Approval'Letters) Check DEP Approval letters for credits and design conditions X If used with pressure dosing do not allow pressure discharge to scour soil interface X Altit"native'Septie,System[IIA A royal Letters] � Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? X Is the technology being properly applied and does it meet all DEP Approval Conditions? X Is there a note on the plan regarding the requirement for perpetual maintenance agreement? X Any alarms involved on separate circuits X Did the applicant submit an operation and maintenance manual? X Has applicant submitted a copy of a maintenance X aria Are the variances listed on the plan? [310 CMR 15.220 4 X RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] X New construction or increased flow proposed - [Refer to 310 CMR 15.414] X Address 99 Fleetwood Path,Marstons Mills, MA Sheet 6 of 7 N/A OK NO 1Vitrogeo:SensitiveAreas r 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] X Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] X Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] X Miscellaneousx � r .: Pumping to septic tank ? 310 CMR 15.229 X Shared System 310 CMR 15.290 X Address 99 Fleetwood Path, Marstons Mills.MA Sheet 7 of 7 s Cr I• 1 .� � Certified Mail Fee *z r r� $ rqExtra Services&Fees(check box add fee as appropriate)i Q O ❑Return Receipt(hardeopy) $ - /�° c� 0 Return Receipt(electronic) $ G Postmark.. V Q ❑Certified Mall Restricted Delivery $ SA Here 0 ❑Adult Signature Required $ ,S []Adult Signature Restricted Delivery$ p Postage ru $ Ln Total Postage and Fees _ a 6�' �3 TRose Ann Mulcahy/Stinpson Q 99 Fleetwood Path Marstons Mills, MA 02648 Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your maiipiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted"T retuT*receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the ■A record of delivery(including the recipient's retail associate. signature)that is retained by the Postal Service' Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent y. Important Reminders. Adult signature service,which requires the r, ■You may purchase Certified Mail service with _ sign,*,to be at least 21 years of age(not , First-Class Mail®,First-Class Package Service®' available at retail). or Priority Mail®service. Adult signature restricted delivery service,which ■Certified Mail service is notavallable for requires the signee to be at least 21 years of age International mail. and provides delivery to the addressee specified, ■Insurance coverage Is notavallable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is Insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items. USPS postmark.If you would like a postmark on r ■For an additional fee,and with a proper. this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office-for the following services: postmarking.If you don't need a postmark on this Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipients signature). of this label,affix it to the mailpiece,apply You can request a hardoopy return receipt or an appropriate postage,and deposit the mailpiece. . i electronic version.For a hardoopy return receipt, ,T complete PS Form 3811,Domestic Return Receipt,attach PS Form 3811 to your mailpiece; IMPOIITANI:Save this receipt for your recerda. :r ', PS Forth 3800,April 2015(Reverse)PSN 7530-02-000.9047 • • -COMPLETETHIS SECTION,�O o a Complete items 1,2,and 3.Also complete ignatur item 4 if Restricted Delivery is desired. Agent I 0 Print your name and address on the reverse ❑Addressee I so that we can return the card to you. eceived Py(Printed Name) C.D to of elivery ® Attach this card to the back of the mailpiece, bN-Vi� LF l or on the front if space permits. IN 1. Article Addressed to: D. Is delivery address different from item 1? Yes If YES,enter delivery address below: ❑No Rose A nn Mulcahy/Stinpson a 99 Fleetwood Path Marstons Mills, MA 02648 3. Service Type ' ❑Certified Maile Q Priority Mail Express' ❑Registered ❑Return Receipt for Merchandise O Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (transfer from service laben '', '7 1'S 15 2 0 0 0 0 1971 7149.�fi3 PS Form 3'811,July 2013 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name,address,and ZIP+4®in this box* f�i6lro f!'ea���i� ZODdl�,St her, � OZ601 I i Town of Barnstable Barnstable kzAnd Regulatory Services Department p s6 � ' Public Health Division A 200 Main Street, Hyannis MA 02601 2007 i Office: 508-862-4644 Richard V.Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 7015 1520 0000 1971 7149 November 10, 2015 Rose Ann Mulcahy/Stinpson 99 Fleetwood Path Marstons Mills, MA 02648 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 99 Fleetwood Path, Marstons Mills, MA was inspected on October 16,2015 by James D. Sears, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed" under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: • Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. You are ordered to repair or replace the septic system within one (1)year from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THLBARD OF HEALTH mas McKean, R.S., CHO Agent of the Board of Health Q:\Letters Septic Inspection or Furture Evl\99 Fleetwood Path MM Oct 2015 Parcel Detail Page 1 of 3 l AULt. �J L - r. Logged In As: Parcel Detail Tuesday,November 10 2015 Parcel Lookup Parcel Info Parcel ID 047-051 DeveloLot Location 99 FLEETWOOD PATH I Pri Frontage 160 • Sec Road ) Sec Frontage Village IMARSTONS MILLS ( Fire District C-O-MM Town sewer exists at this address NO .I Road Index 0548 Asbuilt Septic Scan: Interactive 047051 1 Map ' Owner Info Owner MULCAHY, ROSE ANN Co-Owner �3 Streets 199 FLEETWOOD PATH Street2 City IMARSTONS MILLS State IMA Zip,rO-26481 Country►J Land Info Acres ,0 58 � use Single Fam MDL-01 zoning fRF � Nghbd 1.0 Topography Above Street I Road FPaveF Utilities Septic,Gas,Public Water I Location Construction Info Building 1 of 1 Year 1996 Roof Gable/Hip Ext�lapboard Built Struct Wall_ Living 1544 Roof ,Asph/F GIs/Cmp AC Central ) Area Cover` Type style Cape Cod I Wall Plastered Rooms 2 Bedrooms I o woK> i ie Model lResidential- Floor Carpet �I Rooms Full-O Half Total Grade Average I Type Hot Water �� Rooms.4 Rooms) TBA Stories 11 1/2 Stories Fuei Gas I Fund- .Poured Conc.a ion �I �s Gross Area 2988 w Permit History http://issgl2/intranet/propdata/PareelDetail.aspx?ID=3243 11/10/2015 Parcel Detail Page 2 of 3 �l Issue Date I Purpose I Permit# IAmount I Insp Date I Comments II Visit History Date Who Purpose 9/29/2011 12:00:00 AM Robin Benjamin In Office Review 9/12/2005 12:00:00 AM Paul Talbot Meas/Est 1/6/2004 12:00:00 AM Andrew Machado Meas/Listed-Interior Access 10/15/1997 12:00:00 AM Lloyd Kurtz Meas/Listed-Interior Access - Sales History Line Sale Date Owner Book/Page Sale Price 1 8/8/2007 MULCAHY, ROSE ANN C183819 $1 2 7/25/2001 CARLOS, ROSE ANN&PATRIZIO M C162253 $100 3 5/15/1996 CARLOS, ROSE ANN C140747 $25,000 4 10/15/1995 MAHER,JOHN M C138508 $24,000 5 1/15/1985 WASIL, EDWARD&DIETZ, D M C99801 $142,855 6 12/7/1981 1 COUTOUPIDIS, STAVROS G IC87533 1 $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2015 $136,900 $20,700 $3,500 $114,900 $276,000 2 2014 $136,900 $20,700 $3,600 $114,900 $276,100 3 2013 $136,900 $20,700 $3,700 $114,900 $276,200 4 2012 $146,800 $20,700 $2,900 $114,900 $285,300 5 2011 $136,200 $0 $0 $114,900 $251,100 6 2010 $135,800 $0 $0 $114,900 $250,700 7 2009 $145,900 $0 $0 $150,900 $296,800 8 2008 $176,200 $0 $0 $157,300 $333,500 10 2007 $175,500 $0 $0 $157,300 $332,800 11 2006 $135,900 $0 $0 $165,400 $301,300 12 2005 $123,900 $0 $0 $127,800 $251,700 13 2004 $103,700 $0 $0 $172,900 $276,600 14 2003 $90,300 $0 $0 $39,500 $129,800 15 2002 $90,300 $0 $0 $39,500 $129,800 16 2001 $90,300 $0 $0 $39,500 $129,800 17 2000 $74,500 $0 $0 $25,200 $99,700 18 1999 $73,000 $0 $0 $25,200 $98,200 19 1998 $73,000 $0 $0 $25,200 $98,200 20 1997 $0 $0 $0 $23,700 $23,700 21 1996 $0 $0 $0 $23,700 $23,700 22 1995 $0 $0 $0 $23,700 $23,700 23 1994 $0 $0 $0 $31,900 $31,900 24 1993 $0 $0 $0 $31,900 $31,900 25 1992 $0 $0 $0 $35,500 $35,500 26 1991 $0 $0 $0 $43,400 $43,400 27 1990 $0 $0 $0 $43,400 $43,400 28 1989 $0 $0 $0 $43,400 $43,400 29 1988 $0 $0 $0 $12,300 $12,300 http://issgl2/intranet/Propdata/PareelDetail.aspx?ID=3243 11/10/2015 THE T(y. Town of Barnstable HARN3rAHLE, �9 ,�� Regulatory Services Department '°rFa ru►t" Public Health Division 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Richard Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO Feb 6,2007 Rev. 7/6/15 DEADLINES TO REPAIR FAILED SYSTEMS (Town Code §360-44 and Title V: 310 CMR 15.000) An"x"marked in the ❑ is the failure criteria and associated repair deadline 60 DAY DEADLINE CRITERIA ❑ Discharge or ponding of effluent to the surface of the ground ❑ Pumping more than 4 times during the last year not due to clogged or obstructed pipe. ❑ Backup of sewage into the house due to an overloaded or clogged SAS or cesspool O E 1 YEAR DEADLINE CRITERIA Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑Any portion of the SAS, cesspool, or privy below high groundwater elevation ❑ Any portion of the cesspool within a Zone 1 to a public well ❑Any.portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis. (This system passes if the water analysis indicates the well is free from pollution). TWO (2)YEAR DEADLINE CRITERIA ❑ Single Cesspool ❑ Any"conditionally passed systems" (broken cover,relocation of a pipe, relocation of a driveway due to H-10 components; etc) ❑Leaching pit or cesspool with high liquid level, <12"below inlet(per Town Code §360-9.1) OTHER El Repair deadline: Q:\SEPTIC\DEADLINES TO REPAIR FAILED SYSTEMS.doc r dv 01r `2015 19:30 Jim The Inspector Man 5085349919 page 1 - Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ez5 �• eM 99 Fleetwood Path Property Address Rose Ann Stin son I Owner t Owner's Name information Is required for every Marston Mills MA 02648 1 Of-15 t- page. Citylrown State Zip Code Date of Inspection 1\l t,rl Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, j ,/ z L `����auu1N►rgi use only the tab / J ������ �H OF s 1 Inspector. . �oy�F9�;•• key to move your cursor-do not '��:- m= use the return James D.Sears JAMES key. Name of Inspector ° Ca ewide Enter rises LLC Company Name 153 Commercial Street Company Address 1dQDn Mashpee MA 02649 City7own State Zip Code 508-477-8877 S 1623 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.1000). The system: ❑ Passes ❑ Conditionally Passes ® Falls ❑ Needs Further Evaluation by the Local Approving Authority P---2ae-� 10-30-15 nspector's Signature Date { ' l The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ""*This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under i the same or different conditions of use. 151ns•3/13 Title 5 Official Inspection Form:Subsurreoe Sewage Disposal System•Pege 1 of 17 l Nov 01 .`2015 19:30 Jim The Inspector Man 5085349919 page 2 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °f 99 Fleetwood Path Property Address Rose Ann Stinpson Owner Owner's Name information is required for every Marston Mills MA 02648 10-6-15 page. Cityr town State Zip Code Date of Ihspectlon B. Certification (cont.) Inspection Summary: Check A:B,C,D or E!always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below.. Comments: Failed system-leaching. The system is a 1500 Gal_Tank D Box and two leaching trenche's. g System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND) for the following statements. If"not determined,"please explain. The septic tank is metal and over 20 ears old" or the septic tank whether metal or not is structurally p tructu Y P ( ) Y unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection If it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•W12 Title 5 Official Inspection Form:Subs�uface Sewage Disposal S,vstem•Page 2 of 17 Nov 01 2015 19:30 Jim The Inspector Man 5085349919 page 3 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments c 99 Fleetwood Path Property Address Rose Ann Stinpson Owner Owners Name information is required for every Marston Mills MA 02648 10-6-15' page. Cityfrown State Zip Code Date of inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ Nb (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 16.303(1)(b) that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t51ns•3113 Title 5 Official Inspeclion Form:Subsurface Sewage Disposal system•Page 3 of 17 I -- I Nov 01 ' 2015 19:30 Jim The Inspector Man 5085349919 page 4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 99 Fleetwood Path Property Address Rose Ann Stinpson Owner Owner's Name information is required for every Marston Mills MA 02648 10-6-15 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. . ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 .of a public water supply. ii ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ® ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ® ❑ Liquid depth in emao is less than 6" below invert or available volume is less than '/da flow Fj9(�j�jv�' t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Nov 01 `2015 19:30 Jim The Inspector Man 5085349919 page 5 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Fleetwood Path Property Address Rose Ann Stinpson Owner Owner's Name information is every Marston Mills required for eve MA 02648 10-6-15 page. CltyrTown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [Thi s q Y Y system passes if the well water analysis, performed'at a DEP certified laboratory,for fecal ecal collform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A,copy of the analysis and chain of custody must be attached to this form.] The system is a cesspool serving a facility with a design flow - 9 w of 2000❑ Y d ® 10 0 9 9P , OOgpd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails, The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you,have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Farm,Subsurface Sewage Disposal System-Page 5 of 17 Nov 01 ' 2015 19:30 Jim The Inspector Man 5085349919 page 6 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 'f 99 Fleetwood Path Property Address Rose Ann Stinpson Owner Owners Name information is required for every Marston Mills MA 02648 10-6-15 page. Cityfrown State Zip Code Date of Inspection - C. Checklist Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as NIA) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs.of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. system Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 330 15ins•303 Title 5 Official inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Nov 01 ' 2015 19:30 Jim The Inspector Man 5085349919 page 7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Fleetwood Path Property Address Rose Ann Stinpson Owner Owners Name information is required for every Marston Mills _ MA 02648 10-5-15 page. Ciw-town State Zip Code Date of Inspection D. System Information Description: The system is a 1500 Gal Tank D Box and two trenches Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): 2013-48,000Gais Detail: 2014-46,000Gal's Sump pump? ❑ Yes ® No Last date of occupancy: Present Date Commerciallindustrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seatstpersonslsq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 7 of 17 Nov 01 2015 19:31 Jim The Inspector Man 5085349919 page 8 commonwealth of Massachusetts Title .5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 99 Fleetwood Path Property Address Rose Ann Stinpson Owner Owner's Name information is Marston Mills required for every MA 02648 10-6-15 page. Cityrrown State Zlp Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: NA Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box; soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system(yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5i�s•3/13 Title 5 Official inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Nov 01 2015 1931 Jim The Inspector Man 5085349919 page 9 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Fleetwood Path Property Address Rose Ann Stin son Owner Owner's Name information is required for every Marston Mills MA 02648 10-6-15 page. City-f own State Zip Code Date of Ins pection etion D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1996 Permit #96 -262_ Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 22" feet Material of construction: I ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feel Comments (on condition of joints, venting, evidence of leakage, etc.): Pipeing is 4" PVC SCH 40. Septic Tank(locate on site plan): Depth below grade: feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 Gal. Precast H-10 Sludge depth: 4" tSns•8/13 Title 5 Official inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Nov 01 2015 19:31 Jim The Inspector Man 5085349919 page 10 Commonwealth of Massachusetts lu- Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 99 Fleetwood Path Property Address Rose Ann Stinpson Owner Owners Name information is required for every Marston Mills MA 02648 10-6-15 page. City/fown State tip Code Date of Inspection D. System Information (cont.) Septic Tank (cunt.) Distance from top of sludge to bottom of outlet tee or baffle 26 Scum thickness 3" Distance from top of scum to top of outlet tee or baffle 8 Distance from bottom of scum to bottom of outlet tee or baffle 15.1 How were dimensions determined? Asbuilt-Tape-Plan Sludge Judge Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank at working level. Note: Tank in need of pumping. Tank and covers at 11" below grade. In and outlet tee's. No sign of leakage Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass 9 ❑ polyethylene ❑ other(explain); Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins 3f13 Title 5 Official Inspection Form:Subsurface Sewage Disposal Syslem•Page 10 of 17 .Nov 01 '2015 1932 Jim The Inspector Man 5085349919 page 11 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Fleetwood Path Property Address Rose Ann Stinpson Owner Owners Name information is required for every Marston Mills MA 02648 10-6-15 page. Cityfrown State Zip Code Date of Inspection D. System Information (cost.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as elated to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: i Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 15ins•3113 Title 6 Official Inspection Form:Subsurface Sewage Disposal System•pege 11 of 17 Nov 01 2015 19:32 Jim The Inspector Man 5085349919 page 12 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 99 Fleetwood Path Property Address Rose Ann Stinpson Owner Owners Name information is required For every Marston Mills MA cityrrown 02648 page. 10-6-15 State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert over Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D Box is 16"x 21"-6-6" Below grade w/two lines out. Level in box over outlets not leaching. Box cover broken. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No- Alarms in working order: ❑ Yes ❑ No- Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS)(locate on site plan, excavation not required): ' If SAS not located, explain why: 15tns•3113 TBIe 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Nov 01 2015 19:32 Jim The Inspector Man 5085349919 page 13 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 99 Fleetwood Path Property Address Rose Ann Stinpson Owner information is Owner s Name required for every Marston Mills MA 02648 10-6-15 page. Cfty/Town State Zip Code Date of inspection- D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ® leaching trenches number, length: 2 @ 4'X 28'X 3' ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/altemative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.).- Leaching is two trenche's 4'x28'x3' Leaching is full not working Need to replace leaching Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•3113 Title 5 Official Inspection Fort:Subsurface Sewage Disposal System•Page 13 of 17 Nov 01. 2015 19:32 Jim The Inspector Man 5085349919 page 14 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Fleetwood Path Property Address Rose Ann Stin son Owner Owner's Name information is required for every Marston Mills MA 02648 10-5-15 page. City/Town Slate Zip Code Date of Inspection D. System Information (cont.) Comments (no:e condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): i Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•3113 Title 5 Official inspection Form:Subsurface Sewage Disposal System•page 14 or 17 Nov 01 ' 2015 19:33 Jim The Inspector Man 5085349919 page 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments yl 99 Fleetwood Path ---- _ — - --_ ------------- Property Address Rose Ann Stinpson Oymer Owner's Name - - regjnas ore Marston Mills MA 02646 wed for every __------------.-.— -- _ C' frown __._--- ps�e, dY State Zip Cods bats of lrsp�lon. -_..__.......-.._.. D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, =riciu ng t to at feast two permanent reference landmarks or benchmarks. Locate aTt we Rs wi<h��..Iq 100 feet: Locate where pub is water supply enters the building. Check one,of t!�e boxes boew, 1 hand-sketch in the area below ❑ drawing attached separately F R°'vim FC-K 14 3s=4' g -3 =.3g 15ms-3113 idle 5 Of ial tn1pediDn Form:Subswfaoe Sewage Disposal System•Page 15 of 17 Il Nov 01 •2015 19:33 Jim The Inspector Man 5085349919 page e 16 Commonwealth of Massachusetts Title 5 Official Inspection Form kl,��Vw aSubsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Fleetwood Path Property Address Rose Ann Stinpson Owner Owners Name information is required for every Marston Mills MA 02648 10-6-15 page. Cityrrown State Zip Code Date of Inspedlon D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water_ 12'+ feet Please indicate all methods used to determine the high ground water elevation: ® Ottained from system design plans on record If checked, date of design plan reviewed: 8-22-95 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: i T.H.on Design plan 8-22-95 no G.W. at 12'+. Before filing this Inspection Report, please see Report Completeness Checklist on next page. tSins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal Syslem•Page 16 of 17 Nov 01 2015 19:33 Jim The Inspector Man 5085349919 page 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Fleetwood Path Property Address Rose Ann Stinpson Owner Owners Name information fired is every Marston Mills re wired for eve MA 02648 10-6-15 page. City/Town State ZIp Code Data of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official Irspedion Form:Subsulsoe Sewage Disposal System Page 17 of 17 T WN O ARNSTABLE t� LOCATION SEWAGE # VILLAGE ASSESS 'S MAP&LOT INSTALLER'S NAME&PHONE No . SEPTIC TANK CAPACITY SD l i LEACHING FACILITY: (type / Pti7C S (size) NO. OF BEDROOMS BUILDER OR OWNER) 81 Ai e9 t- �O S PERMITDATE:�I/?��.�f� COMPLIANCE DATE: I a —3(2 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) o� Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet r��r Furnished by C' R , V i i V e ' 01 �T (r(I !1 C S C L O -/ r P N C I No. C o�C� _ . Fee �w THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSA HUSETTS 01pprication for Migogaf *p6tem Con!Aruction Permit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. LOT 's Name,Address and Tel.No. (569),99 6- 4577 91 FlE�+�fl P,kzH (Qe_ AnIN GflV L05 M1A9.SZ0A'5 MILL MILL5 MA bl 6A7oP/ CA 1EU)S-r A Inst er's Narne,Addre s and Tel No- Designer's Name,Address and Tel.No.1� 1428--37 30 3 t.+:on A e.lJ osMEvr M?l Type of Building: / Dwelling No. of Bedrooms Garbage Grinder( IqlA Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures / ll Design Flow ��d gallons per day. Calculated daily flow u- �C gallons. Plan Date A0Y\E R WAG Number of sheets Revision Date Title NJ Description of Soil ME. 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 Environm ntal Code and not to place the system in operation until a Certifi- cate of Compliance has bee a h' o e Sign Date�f10 Application Approved by %4 Application Disapproved for the following reasons Permit No. Date Issued No. < V ;; ,.e,. f, fir Fee / TH COMMONWEALTH OF MASSACHUSETTS,r� tY PUBLIC HEALTH DIVISION TOWN OF BARNSTABLES,MASSACHUSETTS f; � Of0plication for' ;W5pozat *p5tem Conmruction Permit Y .I Appl€cation is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: 4 Location Address or Lot No. fLOT 51 wner's Name,Address and Tel.No. (509 gg 6- 4377 FiEeT V_ pwr" ( o- are G�+�t.o5 l MIRRST0145 M i LLS MA 61 ZAZON I kcuJSTFJL MA Inst er's ame,Address and Tel. o: Designer's Name,Address and Tel.No.ls(�} (, —37 3 0 z raNs � � , 6N PESeiF Type of Building: Dwelling No.of Bedrooms Garbage Grinder( 141A -Other Type of Building - No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 33o gallons per day. Calculated daily flow �b�• gallons. Plan Date -.3A)h?✓ la IgCAG Number of sheets Revision Date ,Title Description of Soils pIA'n f 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 Environm ntal Code and not to place the system in operation until.a Certifi- cate of Compliance has been ea y hi B o e h Sign Date 00 Application Approved by Application Disapproved for the following reasons G' ` o� �' Date Issued Permit No. { 'r THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS O CEMI ,AdAbAood site Sewage Disposal System insta1 ed( )or repaired/replaced( )on b for �Ose flnrN Cr,)QLAS, ar- clR FtEETWodD t0k,STOr1 M ILL-> MA has been constructed in accordahc with the provisions of Title 5 and the for Disposal System Construction Permit No. �-2 dated Z � '�J7 k j Use of this system is conditioned on compliance'with the provisions set forth below: ` - No. T C� —'�(��` Fee r< y y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH-DIVISION - BARNSTABLE, MASSACHUSETTS q .& - 9 o o ruction Permit Permission is hereby granted to to construct( ✓)repair( )an 0-n-site'Sewagegstem located at dlq FIeeT l 000 L6 1N1P+QS'T0A5 M%LA— MA 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. j i All construction must be completed within two years of the date below. Date: ��^ ��✓ � Approved Y �` APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS LOCATION 9�7 am NO.P �; VILLAGE J �J _ ' DATES-14�rf APPLICANT AA. MM a FEE ADDRESS24C,/,yLS(�1 ��/VI Z& TELEPHONE NO. S (Non-refundable) ENGINEER /� �, ;1� � _TELEPHONE NO.� DATE SCHEDULED w 6 (Applic nt' s signature) • • •• • • • • o 0 0 0 0 • 0 • 0 • e e o • o 0 0 • •.• 0 0 0 • 0 0 0 • • • • • • o • • • 0 • • • o • • • • 0 0 0 0 • • • • • • • o • o • • • e O • 0 • • • • • • ASSESSOR'S MAP 6 LOT NO: 0 (/' SOIL LOG SUB-DIVISION NAME 7 DATE o "'" /� TIMEel- EXPANSION AREA: YES NO _ � e _ENGINEER TOWN WATER_LPRIVATE WELL BOARD OF HEALTH EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity .to test holes) NOTES: �9 Z-o-r L-Ig' 47r y9 1� 5z Zri �r so /�457_WOM PAP PERCOLATION RATE: 2 „Ni�/ �t TEST HOLE NO: ELEVATION: TEST HOLE NO: ELEVATION: 3 4 gg 4 5 G RiDoZGY�J ' f�►�'V 4P)M5 Nq�tZ,oN M fl. SAM +-GP "-6 g 8 9 C' - �� -ro � _ S 10 CAM Gz N 1IM 10 11 12 /e 12 13 13 14 14 15 15 ' 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD Z CHING PITS 29�4G1G LEACHING TRENC ES UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT GENERAL NOTES. E : PROFILE OF REFERENCE PLAN LCC 30751E. ,.) PLAN � LA SEWAGE DISPOSAL SYSTEM 2.IS PLAN IS FOR THE INSTALLATION OF A PROPOSED SEPTIC SYSTEM i _ :'FOUNDATION NOT TO SCALE AND NOT IS TO BE USED FOR SURVEYING OR ZONING PURPOSES. J E1.=130.5 3. ALL -WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. .: • �. •.:.. " �.�. E1.=130.0 2 of;l/8-1/2" TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS x• .. Washed Stone IFOR THE SUBSURFACE DISPOSAL OF SEWAGE. BROUGHT TO WITHIN ,.. 4 SCH. 4 1-133. 4.)' ALL COVERS` TO SANITARY UNITS SHALL BE R ..�.,, 0 PV o e e Riser : E. 5 1 " Concrete :! . ,. 12 OF FINISHED GRADE. .x•. " f.�... S 5. XIS77NG AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME' LOPE .02 - 4 SCH. 40 PVC E ... (1/4 PER FT.) - � SLOPE .02 1 4" PER 'FT. SINLESS NOTED BY FINAL CONTOURS �::,(/ ) HA BE CAPABLE OF " Slope=0.005 min. 9 in 6.) ALL COMPONENTS OF THE SANITARY SYSTEMS SHALL °•.., 2" WITHSTANDING H•-10 LOADING UNLESS 'THEY ARE UNDER OR WITHIN E1.=127.7 10 FLOW LINE o 0 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED + 14" o MIN. 48" s• o0 00 0 0° o 0 3' o o , UNDER OR WI THIN 10 OF DRIVES OR PARKING UNLESS NOTED. �. , , , El. 127.5 I T 1. -127.3 0,p,° oo p° po p ° °o q o°�, o�p 0 2 I, od?iood?f o odZfoob2S°o3do Xlfo 7.1 ANY MASONRY UNITS USED TO BRING COVERS TO GRADE :SHALL BE MORTERED IN PLACE. REFERENCE. ..: _ ..:: ► , • • . - E1. =126.9 y 10 min 10.5 EL-127.1 . s 4" 40 Assessors Map 47, Parcel 51 T 3 4 to 1-1 '2" E1.=126.5 END VIEW 8.) ALL PIPE TO BE SCH PIPE. Distribution / / Zone R-M 1.=126.7 Washed Stone BOX E 9.' IS DESIGN DOES NOT REQUIRE APPROVAL OF VARIANCES BY THE SEPTIC TANK " _ _ 4 _Perf PVC (SCHD 40) y 1500 GALLONS (H ,10) BARNSTABLE BOARD OF HEALTH. " `�, r 0 ner. (H-10) Rose A. Carlos _ Leaching Trench 61 Eaton Lane , k i { Brewster MA .02631 -�L or � 323 , (ro TEST PIT 1, N nD Q \ Horizon Texture Color Soils. _CB p o I \ T o c \ R=102.6 >\ \\\ \ \\ \ D. l \ \ O 3 R=102.3 48 \ \ / \ \\ \\\\ 35� 1 10.0 : $ 14 4 PA ......... ................. ............... B Loomy Sand 10YR6/6 6" ......... 1 ....................... ............... 2.5YR7 Medium Sand / Cl Gravel Layers 8" ......... ................ .............. Medium to Fine C2 Sand " 101.9 Perc Test 01.1' Ci Test Date: 221AUG195 � Board of Health: Ed Barry o Engineer. Edward L. Pesce 98.9 CIA Representing: Pesce Engineering 3 Leona Lone 3 Osterville MA c� Perc a Excavator. ABCO Test o 95.4' 89 9' ' No Water i o �:'12.0' Q; / / / / h Percolation Rate:- X min/in I / N / / / / �.`�/ l`� l l / - Design Calculotions. I I l i / TEST :PIT 2 , � / I I / Horizon Texture Color s•�`/ / / // /// 1 / ....: o / / � I � / 0 132.3 Septic Tansc. t 63.9': / / / / / / / / / / i l _. Flow garbage disposal): / / A , NA "Design ow (no ga ba9 / Ha m 3 Bedrooms X (110 GPD) X 2009 - 660 GPD / _� / I , 1 32.3 / / /' / B Sandy Loam 10YR6 6 -. Use 1500 vl Septic Tank / j / /� Qr7 l f c Med sand � Leaching Faculties: a O / / / / /_ / Cl &,Gravel 2.5YR7 6 i 3 7.1 / / � � / / / �' a Design.:. Flow For Leaching: / / / / / / Q ".......... ........._.......,.......... ........ ° /. l 108 123.3 Bedrooms X (110 GPD) 330 GPD r / 128.5 / / / / / / l c h 16'/ / / / / / / / Q C2 Med Sand Use 2 Trenches - 4 wide x 3 deep x 28 long a 121 J21.3 Sidewalk 2 trenches 32 x2 x2 sides( SF 189.4 GPD / 10' O l , �, l l / / / / OB'g/ / / / / l No Water ( )( ( / ) O o, / / / / / / j/ / J Bottom: (2 trenches)(28x 4)(.74GPD/SF) _ 165.8 GPD: s O 10 J / l l / / / ;.1i> 364.2 GPD > 330 GFPD % / / / / / /'.•t Total Leaching Area _ 480 SF � Existing - \ ./ / / / / / / / 9 O r o G / 11 / // / r / / / l Well F..flWAFAO PGscE i N 26 9 % / / / / / / / N , 32D01 fP /Slos / / / / / •ago EGl RE � . Rtira' AL - i o osed ro /P P A Parkin b� Area o /ea / 5 / _ PLAN Sf IOWING PROPOSED ..- � / :/ •. / / / G/ / / E11L101/9 RAC \ r / DWELLING &SEPTIC SYSTEM AT LOCu►s 99 FLEETWOOD PATH (Marstons Mills) BARNSTABLE ,MASS 3 cr \ N 7 CV c 1 \ \ \ \ � 25 rsnc LAKE Scale, 1 =20 June 12, 7996 \ \ 10 O Pesce Engineering & Associates ��1oC�SN�(�NI \�.\ / 0 g g p _ \ \ \ \ MIDDLE 3 'Leona Lane PO Box 718 h BM EL-127.72 Assumed \ \ \ \ J 3 I ! D \ \ / PON v . 0T Aster ille, MA 02655 Nail 1 8 -Oak J21 Hyannis MA 02601-0718 aI n �aaa \ \ \ // _ t nt `i\ (508) 428 3730 (508) 790 7902 voice/fax \ % LOCATION MAP =200o f i ( ) CB :. RLH RJArI 24 AUG 95 Field Date 20 o io zo ao so ' R=100.00' Calc. Desi n: IRLH/ELP Draft: RLH BM EL=100. 67 Assumed ® CB NW Cor CB DH ® Review: ELP i 1 R=99.9 SHEET; 1 OF 1 File.. C�45P1.DWG 101.9 Perc Test 01.1' Ci Test Date: 221AUG195 � Board of Health: Ed Barry o Engineer. Edward L. Pesce 98.9 CIA Representing: Pesce Engineering 3 Leona Lone 3 Osterville MA c� Perc a Excavator. ABCO Test o 95.4' 89 9' ' No Water i o �:'12.0' Q; / / / / h Percolation Rate:- X min/in I / N / / / / �.`�/ l`� l l / - Design Calculotions. I I l i / TEST :PIT 2 , � / I I / Horizon Texture Color s•�`/ / / // /// 1 / ....: o / / � I � / 0 132.3 Septic Tansc. t 63.9': / / / / / / / / / / i l _. Flow garbage disposal): / / A , NA "Design ow (no ga ba9 / Ha m 3 Bedrooms X (110 GPD) X 2009 - 660 GPD / _� / I , 1 32.3 / / /' / B Sandy Loam 10YR6 6 -. Use 1500 vl Septic Tank / j / /� Qr7 l f c Med sand � Leaching Faculties: a O / / / / /_ / Cl &,Gravel 2.5YR7 6 i 3 7.1 / / � � / / / �' a Design.:. Flow For Leaching: / / / / / / Q ".......... ........._.......,.......... ........ ° /. l 108 123.3 Bedrooms X (110 GPD) 330 GPD r / 128.5 / / / / / / l c h 16'/ / / / / / / / Q C2 Med Sand Use 2 Trenches - 4 wide x 3 deep x 28 long a 121 J21.3 Sidewalk 2 trenches 32 x2 x2 sides( SF 189.4 GPD / 10' O l , �, l l / / / / OB'g/ / / / / l No Water ( )( ( / ) O o, / / / / / / j/ / J Bottom: (2 trenches)(28x 4)(.74GPD/SF) _ 165.8 GPD: s O 10 J / l l / / / ;.1i> 364.2 GPD > 330 GFPD % / / / / / /'.•t Total Leaching Area _ 480 SF � Existing - \ ./ / / / / / / / 9 O r o G / 11 / // / r / / / l Well F..flWAFAO PGscE i N 26 9 % / / / / / / / N , 32D01 fP /Slos / / / / / •ago EGl RE � . Rtira' AL - i o osed ro /P P A Parkin b� Area o /ea / 5 / _ PLAN Sf IOWING PROPOSED ..- � / :/ •. / / / G/ / / E11L101/9 RAC \ r / DWELLING &SEPTIC SYSTEM AT LOCu►s 99 FLEETWOOD PATH (Marstons Mills) BARNSTABLE ,MASS 3 cr \ N 7 CV c 1 \ \ \ \ � 25 rsnc LAKE Scale, 1 =20 June 12, 7996 \ \ 10 O Pesce Engineering & Associates ��1oC�SN�(�NI \�.\ / 0 g g p _ \ \ \ \ MIDDLE 3 'Leona Lane PO Box 718 h BM EL-127.72 Assumed \ \ \ \ J 3 I ! D \ \ / PON v . 0T Aster ille, MA 02655 Nail 1 8 -Oak J21 Hyannis MA 02601-0718 aI n �aaa \ \ \ // _ t nt `i\ (508) 428 3730 (508) 790 7902 voice/fax \ % LOCATION MAP =200o f i ( ) CB :. RLH RJArI 24 AUG 95 Field Date 20 o io zo ao so ' R=100.00' Calc. Desi n: IRLH/ELP Draft: RLH BM EL=100. 67 Assumed ® CB NW Cor CB DH ® Review: ELP i 1 R=99.9 SHEET; 1 OF 1 File.. C�45P1.DWG No Water i o �:'12.0' Q; / / / / h Percolation Rate:- X min/in I / N / / / / �.`�/ l`� l l / - Design Calculotions. I I l i / TEST :PIT 2 , � / I I / Horizon Texture Color s•�`/ / / // /// 1 / ....: o / / � I � / 0 132.3 Septic Tansc. t 63.9': / / / / / / / / / / i l _. Flow garbage disposal): / / A , NA "Design ow (no ga ba9 / Ha m 3 Bedrooms X (110 GPD) X 2009 - 660 GPD / _� / I , 1 32.3 / / /' / B Sandy Loam 10YR6 6 -. Use 1500 vl Septic Tank / j / /� Qr7 l f c Med sand � Leaching Faculties: a O / / / / /_ / Cl &,Gravel 2.5YR7 6 i 3 7.1 / / � � / / / �' a Design.:. Flow For Leaching: / / / / / / Q ".......... ........._.......,.......... ........ ° /. l 108 123.3 Bedrooms X (110 GPD) 330 GPD r / 128.5 / / / / / / l c h 16'/ / / / / / / / Q C2 Med Sand Use 2 Trenches - 4 wide x 3 deep x 28 long a 121 J21.3 Sidewalk 2 trenches 32 x2 x2 sides( SF 189.4 GPD / 10' O l , �, l l / / / / OB'g/ / / / / l No Water ( )( ( / ) O o, / / / / / / j/ / J Bottom: (2 trenches)(28x 4)(.74GPD/SF) _ 165.8 GPD: s O 10 J / l l / / / ;.1i> 364.2 GPD > 330 GFPD % / / / / / /'.•t Total Leaching Area _ 480 SF � Existing - \ ./ / / / / / / / 9 O r o G / 11 / // / r / / / l Well F..flWAFAO PGscE i N 26 9 % / / / / / / / N , 32D01 fP /Slos / / / / / •ago EGl RE � . Rtira' AL - i o osed ro /P P A Parkin b� Area o /ea / 5 / _ PLAN Sf IOWING PROPOSED ..- � / :/ •. / / / G/ / / E11L101/9 RAC \ r / DWELLING &SEPTIC SYSTEM AT LOCu►s 99 FLEETWOOD PATH (Marstons Mills) BARNSTABLE ,MASS 3 cr \ N 7 CV c 1 \ \ \ \ � 25 rsnc LAKE Scale, 1 =20 June 12, 7996 \ \ 10 O Pesce Engineering & Associates ��1oC�SN�(�NI \�.\ / 0 g g p _ \ \ \ \ MIDDLE 3 'Leona Lane PO Box 718 h BM EL-127.72 Assumed \ \ \ \ J 3 I ! D \ \ / PON v . 0T Aster ille, MA 02655 Nail 1 8 -Oak J21 Hyannis MA 02601-0718 aI n �aaa \ \ \ // _ t nt `i\ (508) 428 3730 (508) 790 7902 voice/fax \ % LOCATION MAP =200o f i ( ) CB :. RLH RJArI 24 AUG 95 Field Date 20 o io zo ao so ' R=100.00' Calc. Desi n: IRLH/ELP Draft: RLH BM EL=100. 67 Assumed ® CB NW Cor CB DH ® Review: ELP i 1 R=99.9 SHEET; 1 OF 1 File.. C�45P1.DWG