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HomeMy WebLinkAbout0141 HARBOR POINT ROAD - Health 149 (141) Harbor Point Road Barnstable ". A= 352-026 D p e o I ° down cape engineering, inc. SIEVE SOILS ANALYSIS_ 149 harbor cummaquid.xlsx DATE OF REPORT: 6/23/08 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 149 HARBOR POINT RD CUMMAQUID, MA LOCATION: Darren Meyer TH- Gibson Property SIEVE ANALYSIS Weight Sample(Grams): 827.7 SIZE :WEIGHT RETAINED ; % RETAINED : % PASSED ------------------------------- (sum 1" 0.0; 0.0 : 100.0% ----------­---------- -------- 1/2" 0.0: 0.0%: 100.0% --------------i...----------------------- -----....--- -- --,----------------- 3/8" 0.0� 0.F/.. ------100.0% #10 -------------->•----...---•----------9 4-9_1-----------1-1.---5 -:----.-------__•-•6/ .9- p/o /. #20 345.9: 41.8%� 58.2% #40 75.5%: #50 705.0 85.2%; 14.8% --------------•---------------------------------------------•------------------ #80 773.2; 93.4%: 6.6% #100 97.3%: 2.7% --------------t----------------. --.-- ------------------ ------------------ #200 - .lz 2:- 98.7%: 1.3% PAN: 827.7: 100.0%: 0.0% SAMPLE: 827.7 NOTE: TEST ON PASSING#4 ONLY, 7% RETAINED ON#4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b (GRANULAR, SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE MEETS : #4 100% (TEST ONLY MATERIAL PASSING#4) #5010%-100% #100 0%-20% #200 0%-5% REQUIREMENT FOR"FILL" IN TITLE 5. <5% PASSING#200 SIEVE -NOFtyq, RESULTS: PERMEABLE MATERIAL-CLASS I<5 MIN./IN. MATERIAL NONCOMPACTED DANIELA. SOIL DESCRIPTION: SAND WITH TRACE SILT O CIVII L L W V q No.46502 ,r p &G/ST6Q�o��'k Z--y© !� SS�ONAL ��G . Fee /o� THE COMMONWEALTH OF MASSACHUSETTS Entered io-computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Mi!5po!6a1 *patent Construction Vermit Application for a Permit to Construct O Repair O Upgrade(�bandon O Xcomplete System El Individual Components Location Address or Lot No. Owner's Name,Address;and�1Tg1.No. 7 /Y o..Utz)o e do, Assessor's Map/Parcel ®�t; Installer's Name,Address and Tel.No. Designer's Nam Address and Tel.No. Type of Building: Dwelling No. of Bedrooms 73 Lot Size %D 3 3 3 S sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) e�) :gpd . Design flow provided 3 �'�+ 6LV gpd Plan Date Number of sheets 'Revision Date- " Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) a 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 Health. - Signed . Date Application Approved by - Date Application Disapproved by: Date for the following reasons " Permit No. o�d "" ,�►$ Date Issued Fee y THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplicatiou for Thoo al *pgtem Cougtruction permit Application for a Permit to4Construct O Repair.( ) Upgrade(/Abandon O LLI Complete System ❑Individual Components Location Add}}�e'ss or Lot No. ��" ' /°� !��"" Owner's Name,Address,and Te).No. /L/"? NARJDpe F�p�,.�i /1� �2i9r✓6r �ri5'a �✓ Assessor's Map/Parcel J 5"A Installer's Name,Address sand Tel No. Designer's Name Address and Tel.NoC. Type of Building: r ' Dwelling No.of Bedrooms L/Size /0 ? 3 S sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 D gpd Design flow provided 3 S 9 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil - l Nature of Repairs or Alterations(Answer when applicable) 1 iDate 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 Health. / Signed/--,— Date ApplicationApproved by l -i G Date Application Disapproved by: Date for the following.reasons Permit No. a U O - 2 Date Issued _ f f' C.) THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded (—_5 xL c f� Abandoned( )by P at �S �� �% ✓L �� �✓ 7 /�I,fp has been constructed in accordance with the provisio s of Title 5 and the for Disposal System Construction,Permit No. dated Installer P 2 �� Designer//� lZ /? � a/ � e ��~�M'```•#bedrooms Approved design flow -3 ✓O ~ gpd The issuance of this permit shall not be construed as'a guarantee that the system/will funjc/t oqn(an C('designed. Date 7/ J`J/O'k' Inspector(l _ No. G"y a Fee / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=i!5po!5o1 6pgtem Cott.5tructiou Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade �-�Abandon , ( ) System located at J ��� o2 �o R .1 i- i �� Ssow and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of t�hhis_permit. Date bV Approved by . V 1 Town of Barnstable OpSNE Regulatory Services z. Thomas F. Geiler, Director Public Health Division it Thomas McKean, Director 200 Main Street,Hyannis,;MA 02601 Off-ice: 503-362-46-L Fax: 503-790-6304 Installer & Designer Certification Form , Dater•3-''�g Sewage Permit# Assessor's NIap\Parcel. Designer: /7RI�G�1 �� Installer: q Address: �U ( S address: a X S I 253 -- On // o �LcN Uo a�S� ar was issued a permit to install a (date) installer) septic system at Al 14,W9=P 1&17 Ad , based on a design drawn by (address) ►�( IMF y�/ dated (designer) XI certify that the septic system referenced above was installed substantially according to the design_ which may include minor approved chat•.gs such as lateral relocation oC the distribution box andr or septic tank. a 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 o"any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer t ow. OF Mgss9� DAR s M .� (I ler's Sign re No. 1 4 " lSANITAR�I� 07, Dt (Designer's Signature) (Affix Designer's Stamp Here) / PLEASE 'RETURN TO BARNST LE PUBLIC HEALTH DIVISION. CERTIFICATE OF COiNIPLIAiNCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE B ARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form 3-26-04:.doc i Town of B rnstable. s Depaitment of Regulatory Services Public Health Division Date-- .rasa sacra, f6 y s$ 200 Main Street,Hyannis 7�j MA 02G01 '.Time — Fee Pd. 0. e Schedule d • .. Date Soil Suitability Assessment fo Sewage I)isposarr �Performed By: r,K-1�1� 1�\' �� Witnessed By:. o LDes k- i LOCATION &GENERAL INFORMATION Location Address I L�R ��,(��� �(j(►� R�A?O Owner's Name Cj O N . «q-HAWK Vdl r'T� P►?- �M to lJ L o /A M ... I Address �/ � r's Map/P$tcel: . ] ��/ �*t ` P I 'Engineer's Name P: yl G d£.� Assessor's + . NEW CONSTRUt gON REPAIR Telephone# Imo/l p�ll )� `;'Slopes(%) -!�S�• Surface Stones Land Use , Distances from: .Open Water Body >_ t . ft, ,Posiible Wee Area���ft�-Drinking Water Well �+� ft Drainage Way ' P" v _ft..` Property'Line Other e; SKETCH:(street name,dimensiods'of 104 exact locations of test holes&perc tests locate wetlands in proximity to holes)" i A I` 30 i Parent material(gedlogic) GtG t Depth to Bedrock O� Depth to Groundwater. Standing Water in Hole ZZ✓`� _ Weeping from Pit Face Estimated Seasonal)Righ Groundwater DtTERIV NATION FOR SEASONAL HIGH WATER T'"L,E Method Used: L 1a" Depth d4erved standing.,in in, Depth to Sall mottles;n obs.hole: '� i in. proundwnter Ad)uatment �- Depth toiweeping from side of obs.hole: Ark 6001',,,,.._ . Add.dtoundwnter l rVal,,,,e, Index Well# Reading Date: index Well level j PERCOLATION TEST Observation Time at 9" ALL -�- -- Hole# Time at6 — Depth of Pere Tiinv(9"•G') - Start Pre-soak Time.@ -- • i End Pre-soak Rate Min./Inch Site Suitability Asse$smeat: ,Site Passed._ Site Failed: Additional Testing Needed(YIN) — Original.Public He$1th Division Observatioti Hole Data To Be Completed on Back ------ ***If percolafiibn testis to be conducted within 100' of wetland,,yo>a<nmwIItfirstnobfy the Tz..,-„crahle C.dnservation Division at least one(1)we6k prior to beg g. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color• Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel) 5D°lSi GI t_,- LOAM D 2 G r t.�F.- N►�0 0 IR-�O (o lb R�� DEEP,OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil ', ,+ Other Surface(in.).''. _ (USDA) (Munsell). Mottling (Structure,Stones,Boulders. Consistency.%G 14" to Io K 4/ Sltr Lo 0 6f g CV loll- 264� C It 6 5B DEEP OBSERVATION HOLE LOG Hole# N Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel a DEEP OBSERVATION HOLE LOG Hole# N A' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. on ist n Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No X Yes,,. Within 100 year flood boundary No X 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? ,�el $ - If not,what is the depth of naturally occurring pervious material? Certification I certify that on O (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 required4rajning,expertise and experience described in 3,10 CMR 15.017. Signature I Date Q:\,SEPTICVERCFORM.DOC TOWN OF BARNSTABLE LOCATION /ZI �' A Sam Ll' SEWAGE #Z605 -.92 VILLAGE i4S ASSESSOR'S MAP & LOT35 ba(, , INSTALLER'S NAME&PHONE NO. 00-e-'y l a s T S—oF 3 d/2 SEPTIC TANK CAPACITY Z a d LEACHING FACILITY: (typed)5 DD C Z.S (size)L 3 NO.OF BEDROOMS BUILDER OR OWNER 725A Al) PERMIT DATE: / 0 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility T-) 3 Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by I r 1 m . = 8, Ll - t rr \\ \ 88 ,p LEGEND . ® 89.42 \ N 84.0017 E ` t-ti�?L 'I a' �x 90.11 x 9 8 PROPOSED CONTOUR z ,Rl f 8.9 205•X4 93.76 ® PROPOSED SPOT GRADE V� � ~ / ) , - EXISTING CONTOUR A ! ••V \ 9 .3 5 FT. SOIL REMOVAL + 96 52 EXISTING SPOT GRADE (see note 16� ' EXISTING WATER SERVICE %e°r y` rn_ Q_ 1 x $9.27 x N TEST PIT X 89.06 1 92.�1 I� . c� (/ 9 $8.89 93.36 ' 1.7c Cb p iallets 8 8.7 214 . \ Il E t 1x ��' Fill"Pond �1 1 .x '93.12 LOCUS MAP N.T.S. X 89.1 x j 9 2 9 .70 GENERAL NOTES: 8.4 I• 1, ALL CHANGES TO THIS -PLAN MUST BE APPROVED BY THE'LOCAL 1 92.77 BOARD OF HEALTH AND THE DESIGN ENGINEER. x 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 1 2 OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE 89. 9 She LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: 93.09 - 310 CMR 15.405 (1) (B): 2.5 93.20 88 1) UP TO A 2.0 FT. VARIANCE FROM 310 CMR 15.211 TO ALLOW 88.33 X X Z LEACHING TO BE UP TO 5.0 FT BELOW GRADE VS REQ'D 3 FT. (VENT PROVIDED) Garage. 90 3. THE SEWAGE DISPOSAL SYSTEM .SHALL NOT BE BACKFILLED PRIOR 9 9s2 1 I 3'4 92.20 r"1 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE \ 16' 9 ^ DESIGN ENGINEER. / 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 8X � 1� 92 V FROM THOSE SHOWN HEREON SHALL BE REPORTED TO .THE DESIGN \ V ENGINEER BEFORE CONSTRUCTION CONTINUES. \ 91.72 1 J 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. \ Garden 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE'FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 2 , HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 8$ - - 3,25 WATER SERVICE _ ` _ CO 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED #149 X 91.92 T TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. TOF=88.23 X� 92.8 86 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE I (Assumed) 91.52 93.42 / q' THE LOCATION OF'ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING SLEEVE SOLIDS UNE 71 CONSTRUCTION. I (SEE NOTE 1 7) 10. EXISTING CESSPOOL TO BE PUMPED, CRUSHED AND FILLED BOT BASE FLR _ 90.74 / 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 82.0 Stn. Ret. wall 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY Benchmark set I 7, 9 - _ -90 ( AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY Left cor. conc. walkout ` �10 OF' qff 13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING CLEAN ��P 9cy 14. THE DESIGN OF THIS SYSTEM DOES NOT. ALLOW E1.=88. 13 (Assumed) L� -\ 84,61 ��C x 89�e D R N� s FOR THE USE OF A GARBAGE GRINDER X 87.35 \\ ; Ers/ 15. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING X 89.43 r �48 <7.7 l �140 16. REMOVE ALL UNSUITABLE SOILS 5 FEET AROUND LEACHING TO EL. 79.5 OR c• BOULDER SEP I IC/C❑V� 2 � TOP OF "C2" LAYER AND REPLACE WITH CLEAN MEDIUM SAND PER TITLE V. 86� x 87.3 7 \ G/STEM 17. SLEEVE SOLIDS LINE 10 FT. ON EITHER SIDE OF H2O LINE. T Sx 88.38 _ _ - - -88 SANI TA0 1.7. ALL SEPTIC COMPONENTS TO BE H2O LOADING. F \ 87.27 \ 86.07� 87.88 0$ � 3 FT PINE X s6.29 .. � • �•-�✓�' PROPOSED SEPTIC SYSTEM UPGRADE PLAN 84, - - _ 86� \ x 149 HARBOR POINT ROAD, CUMMAQUID, MA \ x 85,03 \ MAP.- 352- Prepared for: Arch Construction X \ _ '. LOT.•026 Engineering by: Surveying by: SCALE DRAWN JOB. NO. 82.23�� _ ---86 � DARRENM.MEYER,R.S. Warner Surveying 1 =20 DMM LCP#.-57753 V RT/ NVE T PO BOX981 22 Long Road CUL E I EAST SANDWICH,MA 02537 Harwich, MA 02645 DATE CHECKED SHEET NO. \ 508-362-2922 (508) 432-8309 06/30/08 DMM.- 1 of , _ . u QA :?n A Al ELEV. TOP FOUNDATION "NOTE: ALL COVERS TO BE MARKED WITH MAGNETIC TAPE vent required (Existing) FINISH GRADE=88.0 = 88.23 �F.G.EL: 90.0 F.G.EL: 88.0 F.G. EL: 88.0 ! T� MAINTAIN 2% MIN SLOPE OVER LEACHING AREA COVER OVER LEACHING = 3.0 FT. x COVERS TO WITHIN 6 OF GRADE OF•'•' 77L = 2Q f. WASHED STONE DOUBLE 3/4' 1-1/2" DOUBLE WAS E STONE „• 4 SCH 40 PVC ` A L = 1 1' 4" SCH 40 PVC = 0 10��1 ® S= 1� MIN. 6 (MIN.) ®®®® p ®®®® (MIN.) TEE'S ARE TO BE 14 ( ) S= 1� ®®®®®®®®®®® :Y 4" SCH 40 PVC INV.83:5 L2 EFF. DEPTH ®®®®®®®10I®®® JIN .7 T 83 5 I NV.83.3 4' 2 X 8.5' 4' EXISTING OUTLET GAS PROPOSED DB-3 BAFFLE EFFECTIVE LENGTH = 25' INV. 86.0 '. ., H-20 DISTRIBUTION BOX INV. 84.0 PROPOSED 1,500 GALLON SEPTIC TANK INV. ELEV.= 83.10---/ GAS BAFFLE TO BE INSTALLED ON NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING - BREAKOUT OUTLET TEE AS MANUFACTURED BY PIPE INVERTS PRIOR TO CONSTRUCTION ELEV.= 83.60 TUF-TITS, ZABEL, OR EQUAL 2) D-BOX SHALL BE SET LEVEL AND TRUE TO TOP CONC. ELEV.= 84.10 , • . , ;. .: GRADE ON A MECHANICALL COMPACTED SIX INV. ELEV.= 83.1 O •®®• O ®® INCH CRUSHED STONE BASE, AS SPECIFIED IN ®®®®®®® 310 CMR 15.221(2) ®®®®®®® 3) PROPOSED SEPTIC TANK TO BE H2O LOADING. ®®®®®®E BOTTOM EL.= 81 .10 E ®®®®®®E 4) INSTALL INLET & OUTLET TEES AS REQUIRED 4' 5 FT. 4' SEPARATION 5.76 FT. EFFECTIVE WIDTH = 13, SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL: '1_5.3`f _ SOIL ABSORPTION SYSTEM (SECTION) N.T.S. (500 GALLON LEACH CHAMBER (H-20) LOADING) SOIL LOGS ' DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BR DESIGN (NO PROPOSED INCREASE IN FLOW) DATE: MAY 27, 2008 SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN MEYER, R.S., CSE DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DON DESMARAIS DAILY FLOW: 110 G.P.D. HEALTH AGENT DESIGN FLOW: , 330 G.P.D. Elev. TH-1 Depth Elev. TH-2 Depth SEPTIC TANK (VOL. REQUIRED): 330 gpd x 2 = 660 gpd (USE NEW 1,50OG SEPTIC TANK) 92.5 0" 92.5 GARBAGE GRINDER: NO (not designed for garbage grinder) A SANDY LOAM A 0" LEACHING AREA REQUIRED: 330 gpd/0.74 = 445.94 S.F. 3 10YR 4 SANDY LOAM / 10YR 4/3 . U TWO - SE 0 2 50 A s1.34 14" ( ) 0 GALLON PRECAST LEACH CHAMBERS (H 20 LOADING) 91.34 B SANDY LOAM 14" B SANDY LOAM W � � � - 10YR 6/6 10YR 6/6 WITH 4 FT. ON ALL SIDES: 25 L x 13 W x 2 D 88.34 50" s c1 88.34 C1 50" BOTTOM AREA: 25 X 13 = 325 SF SILT LOAM L SILT LOAM 10YR 6/8 10YR 6/8 SIDE AREA: (25 + 13) X 2 X 2 = 152 SF 79.5 C2 156" 79.5 C2 156" TOTAL SQUARE FEET PROVIDED = 477 vs. 445.94 REQ'D FINE-MED. SAND FINE-MED. SAND DESIGN FLOW PROVIDED: 0.74(477 S.F.) = 352.98 G.P.D. vs. req'd 330 GPD 10YR 6/6 10YR 6/6 OF Mq SIEVE TEST SOILS 1\ �,��p�t`� s9 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 75.34 C3 206' 75.34 C3 206" D. SILT LOAM SILT LOAM I 1 c ME � 149 HARBOR POINT ROAD, CUMMAQUID, MA 10YR 6 4 • 70.5 / 264" 70 5 C41oYR 6/a 264" 1 v " No. 1140 Prepared for: Arch Construction SILT CLAY LOAM SILT CLAY LOAM 56 6 16/1 � O Engineering. by: Surveying by: .SCALE DRAWN JOB. N0. 266+" 5B 266+" ��$1E DARRENM.MEYER,R.S. SANITAR�a� Posox9e� flamer Surveying N.T.S. DMM PERC RATE <2 MIN/IN. ("C" HORIZON) PERC RATE <2 MIN IN. 22 Long Road DATE CHECKED SHEET NO. / ("C" HORIZON) EASTSANDW/CH,MA02537 Harwich. MA 02645 WEEPING 0206" (EL. 75.34) WEEPING 0206" (EL. 75.34) 0( V-Of 508-3622922 (508) 432-8309 06/30/08 DMM 2 of 3 x N 78- 7`30�E -� 30-44 PROPOSED SEPTIC SYSTEM UPGRADE PLAN x 149 HARBOR POINT ROAD, CUMMAQUID, MA Prepared for: Arch Construction Engineering by: Surveying by: SCALE DRAWN �1H OF Engineering Works Werner Surveying 1" = 40' P.T.M. 12 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED _ SHEET NO. DAR ✓� (508) 477-5313 (508) 432-8309 06/30/08 P.T.M. 3 of 3 --M R �_ 1 No.. 1140 0 y STEM QNI TAR ,� • NN 80 r A x 0.3 IN, 1 \ • . x 91.38 89.42 so B.9 �x 90.11 � - - - _. x Oil N 84b017'E •• sW \ ;x93.76 _ 3 \/ x -•. . flaeg x 89.06- x 19.27 3 fT SOIL REMOVAL 8 t 92. N enote /8) N 78DT88.72 9 .7 93,36 ip0 00' / o x x I x 89.1 Lot !J 8.4 9 (hr J x 93.12 loJ,JJU{ SF. 'i 9 .70 2.J7f'AG - x 9277 - Po�reh?8 - 88.33 - 89. 2 9A - - 2.3 93 09 Coroye x x 9a20 8� \. 9 1 x \ 6' &V t ( 63.9a 92,20 J 91.72 91 3 Cwdsn do -r�'149 � . 3.25�� � �•� 1 (!4=2J Assum d) 91.SP 92.8 I93.42 •_ 91.92 y B07 BASE FLR h C slt car.eCa a set 82.0 90-74 tsrNe xo�7 u'�E « �o E/a841J(Assumed) 7. SM. R t. ant/ x 87.35 84,6I �- _90 xg , • ' as, SEP CSC'�Z 99.43 x 87.37 BOULDER 86,07\,,_ 87.27 88.38 31 T PINE - -� _\x 86.29 8788 V, a x 83.03 8\ t CULVERT/INV T IN, Q � x e 84.3082 1 -64 81.01 82.21 82.28 �UP 4S7.* 82.71 �- 5 84751919'W � - r _