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HomeMy WebLinkAbout0235 ARROWHEAD DRIVE - Health ,235, Arrowhead Dri�.e � � ll�f y ---------- --- HyannisR' T.' A . 270.074 ptl+ I 1 ° �r Y I.' I, o �� q Jf MA I N ��5 IV, PT .......... I v I I �p5lj ol 17: ji IY Vol, mA.Iv Hou 5e cl,4 V)of t yl Vko 7,-- Pit-' � Z 90 IDO T6:fjt LT06 r (A�= V1.. MA l N �'0 i,(5� n.,fi r w Pou Ai ro low f 1 v O o k v E { aelll- '4 (. - n=grk 'mot S�� MA APT �V`14 l.kv,v'9 to A fit �u,t%ll tv� NOLAoe ooSF Klvttbeall WabHln9i,vn -'A • L� i. TOWN OF BARNSTABLE LOCATION Z°� S Alr"V e„►J D✓iO-c SEWAGE# Z0 tI 140 VILLAGE V%:f AS�S-ESSOR'S MAP& ce{PARCEL oZ'IO - "i INSTALLER'S NAME&PHONE NO. C./�.�1A,4 i&t atII 4 Del)t.s LAC Y't q-Se» SEPTIC TANK CAPACITY 44 - 10 LEACHING FACILITY:(type)(U) AR 3%.%Sr (size) ti. >r Z.-o NO.OF BEDROOMS 3 OWNER SI.."al S� PERMIT DATE: S 10 , Z.o C( COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility !NO CP I ( 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 7 411 Ir .r El N a_: .S, i s / s No. - 1 / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -'TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliLatlon for BispoSal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(>q Upgrade( ) Abandon( ) []Complete System ❑Individual Components Location Address or Lot No.a'70!-1 y 2 9 nQ Owner's Name,Address,and Tel.No. '3,a;ft, Assessor's Map/Parcel Installer's Name,Address,and Tel.No.�yr",&t ,1.5 Designer's Name,Address,and Tel.No. S L, C_ Type of Building: Dwelling No.of Bedrooms "� Lot Size ± sq.ft. Garbage Grinder( ) Other Type of Building ,�� Y-w%-. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uired) -J 3z> gpd Design flow provided Q gpd Plan Date 5 3 201\ Number of sheets Revision Date Title 23 S /#.{,(0 J Size of Septic Tank ( ;QO C, ©�- Type of S.A.S. Description of Soil P 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal Sig d Date 5_ /O Zn Application Approved by Date ® 1 Application Disapproved by Date for the following reasons Permit No.- 1 —� Date Issued 1 No. Ii -- yp =p Fee ' Entered in computer: THEtCOIV MONWEALTH OF MASSACHUSETTS't P Yes PUBLIC HEALTH DIV&dk't-TOWN OF BARNSTABLE4,MASSACHUSETTS =:_ ftpIitation for disposal *pstem Construction.Vermit i Application for a Permit to Construct( ) Repair(A Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.a 7 p -� ���� J ���� Owner's Name,Address,and Tel.No. j u J i M `r 2 9) /? Assessor's Map/Parcel " P Installer's Name,Address,Gand Tel.No. CAI- I- Sf s? Designer's Name,Address,and Tel.No. Type of Building: i i�Dwelling No.of Bedrooms a Lot Size of sq.ft. Garbage Grinder( ) Other Type of Building S,�.�i�(� ►, No.of Persons Showers( ) Cafeteria( ) - Other Fixtures (' . Design Flow(min.re uired) 3 3a gpd Design flow provided fir. 2 p gpd 4 Plan Date 5 3 Number of sheets L.Revision Date.. J'liyk rI Title A:L& j I,.a AA�� Size of Septic Tank ),� 1 jnl C'4L'L `' 1Type of S.A.S. Description of Soil _ r o 0- PIS 1 C�. Itto I u(.•1 1 1 r, 'fir •.,;' ` 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt i i Signed Date S� /0 2q( Application Approved by Date 0 Application Disapproved by -Date 1 for the following cea§ohs Permit No. �C i Date Issued ------------------------------------- = THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance y THIS IS TO CERTIFY,that the On-site Se age Disposal system Constructed( ) Repaired(�) Upgraded( ) Abandoned( )by AL '1v0���� at 2 3 S 1�-r/yc)Z f �-1 ��" (J.�, A...r►• has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.!)✓///�/U dated _5 Installer s a, c'1 L-C_ Designer C� #bedrooms Z. Approved design flow gpd The issuance of this permit shall/n6t be c nstrued as a guarantee that the system wi11,not'io signed. i Date Inspectors -�- NoF����� � —'� 7lJ ---�------.--r.-_-.-.--�--_-_:---.--------------.---- .-..-_- .--- ---•=--�- ---------=----Fee ----�iO------- -- . ._ , THE COMMONWEALTH OF MASSACHUSETTS v - PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposaf &pstem Construction Permit Permission is hereby granted to Construct( ) Repair( A lUpgrade( ) Abandon( ) System located at a 3 j yNry" l�J 'b�o-,.c I t 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. v Provided:Construction must be co pleted within three years of the date of this permit. Date /�(� l/ Approved b� r -05/20/2011 00:32 5082730367 90174 P. 001/003 Town of Barnstable Regulatory Services Thomas F.Ceiler,Director KAA& ' Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: Sewage Permit# 20� Assessor's Map/P:.reel 276/-7Y Installer&IDesi ner Certification Form Designer: SC Egllof. cfll�. Tno Installer: C-Irttereci'se-Si LLG Address: 26.51 C(on Address- e o ►Job -%.3 05asi woQehpwl r H fi- 0�,53$ ��ti1Y A- r S On —Lo-2ot 1 I , cx)��-Je was issued a permit to in::tall a (date) (installer) septic system at 2 3-� A(1r0 JAeaJ 1:> "e- based on a design drawn by r (address) Slr/' (.1f1�{;tn��tc(�C� , T�11G. dated May _.'3r �bl{ V '� (designer)I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with m;Jor 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 req nspe•;ted and the soils were found satisfactory. CHI;R�tK�I, (I Iler's Sig lure) Na C . ` AV, tp/ esigner's Signatur (Affi) esi er s ' i rnp'Here) LEASE RETURN O BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNT L BOTH THIS Ft)RM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLIE PUBLIC HE,AI.TH DIVISION. THANK YOU. :i���I'I icu I'cmnsW�sisru:rccrtif icaru�n 1'urm.doc i Town of Barnstable P# 3� Y Departinent of Regulatory Services NAM tA8N81118{a, ; . Public Health Division Hate `� r °tFo A1� 200 Main Street,Hyannis MA 02601 l Date Scheduled (,S Tune Pee Pd. r J Soil Suitabili Assessment or Se Performed By: UY o d� H, (je .f wage Disposal r- ��U EI 1 CSE Witnessed By: V, ON& GENERAL)�O Location Address LOCATION RMATION • �rro�/��e� �rr Owner's Name r 5e J.te. /Z 07✓�A�j Address S4V12V Assessor's Map/Parcel: 7 Engineer's Name 6 w,G& }3C6:%(�e�=j 5 NEW CONSTRUCTION REPAIR _ r Telephone# 56 8 '276-037_ land Use Slopes(90) 0-3 Surface Stones fia�,e Distances from: Open Water Body d U ' Possible Wet•Area ? �U � (0 O �ft Drinking Water Well >6 Q_ ft Drainage Way ft Property Line ? --- Other ft SKETCH:(Street name,dimensions of lot;exact locations of test holes&perc tests,locate wetlands in Proximity to holes) see cab& ejael i Parent material(geologic) OLkCI Y► �0� A 1 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: N01'1e- ' , II Weeping from Pit Face_,VU✓I� Estimated Seasonal High Groundwater > 139,r� i DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Dlrw: 0tosecuo jto n Depth Observed standing in obs.hole: 7 13 Depth to weeping from side of ob§.hole: p ar7 a in, Depth to soil moUleS: �0`�2 Index Well# In, Groundwater Adjustment Reading Date: — Index Well level �. wit. _._.. Adj.factor. ' Adj,Groundwater Level H ole �1 'PERCOLATION VEST bate �� 1► 7=7 f Time at 91,f Pere - qu-S R Time at 6" Start Pre-soak Time @ _ �2 l U _ End Pre-soak 12t1 Rate MinJlnch <aZ►+t,n t✓I } Site Suitability Assessment: Site Passed x Site.-Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back-------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable COnselrvation Division at least one(1) week prior to beginning. Q:\.SEPTIC\PERCFORM.DOC DEEP.OBSERVATIONHoLELOG from Surface Dept Soil ce(in.) Horizon Soil Texture. •S611 Color Hole# (USDA) Soil. .(Munsell) Mottlln Other 0—C, g (Structure,Stones;Boulders, 3tc _v,4b Gravel) _a 10Y-i23 ogle ��� GZ S • dY2 �a l�`� rblu<e/ g�13 a C3 .? /Vorlt F�Sa a•�Y 2 A) o DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Hole# Surface(in.) Soil Texture Soil Color (USDA) Soil Other (Munsell) Mottling (Structure,Stones,Boulders. LS oY23 2 o si t % rav a (Po c, °t�2 s�6 �S 13 A)v e 13 C 3 r-M S �P u,, Z sY 7(q- AJo•1 Depth from DEEP OBSERVATION HOLE LOG Soil Horizon Hole# Surface(in.) Soil Texture Soil Color "'----- (USDA) (M Other unsell) Soil Mottling (Structure- ones,Boulders. Depth from DEEP OBSERVATION HOLE LOG Hole# Soil Soil Horizon Soil Texture ' Surface(in.) Color Soil Other (USDA) (Munsell) Mottling (Structure,Stones;Boulders, C n i I I Flood Insurance Rate Map: Above S00 year flood boundary No— Yes X Within 500 year boundary No X Yes Within 100 year flood boundary No. Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perv' us material exist in all areas observed throughout the area proposed for the soil absorption system? , If not,what is the depth of naturally occurring pervious material? Certification I certify that on a 0 (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 trai ing,ex 'se and experience described in 310 CMR 15.017. Signature �t/ i�/� .Si S Date Q:WEPM0PERCFORM.DOC l TOP OF FOUNDATION = 53.0'± FINISH GRADE OVER D-BOX= 51 .7'$ 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 51 .6' - 52,0' GENERAL NOTES �- PROVIDE EXTENSION RISER SLOPE @ 2% MIN. REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET 8� FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6"OF FINISHED GRADE FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. 51 R TA ACCESS BOX TO WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FOUNDATION = 52.0't 5"DIA. OUTLET(S) 3"OF F.G. (ONE PER ROW) CODE AND ANY APPLICABLE LOCAL RULES. 20"MIN.ACCESS 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 9"MIN.36"MAX. DESIGN ENGINEER. " „ PROP. PVC PROP. PVC 36"MIAX. 36"MIAX. TOP OF SAS/B.O. = 49.00' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE SEWER PIPE \ SYSTEM UNLESS OTHERWISE NOTED. -� 2"DROP MIN. PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN Exlsi. sEwER PIPE MIN.SLOPE@1% 6" 3" 3"DROP MAX. 3" 9WOUTLETTEE L=12'± MIN.SLOPE(d 1% �JOINTS (TYP.) ELEVATION =49.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A �* 10" 4" PVC IN FROM 1.33' 1 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 4 9.5 A 149.00' SEPTIC TANK 4" PVC OUT TO 0. 0' (TYP.) n5y�(TTHE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 50•8 B LEACHING FACILITY HN CLEAN SAND 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 49.25' 48" ' 12" 6" 48.57' 47.67' laid flat 2.875'(34.5" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48.82 MIN. 4$,65 � ) 0' (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6"CRUSHED STONE 5.(TYP.) 5'MIN. 11.5' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY REQ'D NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 19.1'TO FND COMPACTED BASE 25 0' AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON AN APPROXIMATE M.S.L. DATUM OF 52.70' 6" CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE ' ESTABLISHED ON A NAIL SET IN A 14"OAK TREE AS SHOWN ON PLAN. OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= < 40.00 BIODIFFUSERS (END VIEW) COMPACTED BASE 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. BIODIFFUSERS PROFILE PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10' 6" WIDTH 5' $" DEPTH 518" (Dimensions per Wiggin CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES Precast Corp., Pocasset, MA) TO THE DESIGN ENGINEER. `CONTRACTOR TO VERIFY THIS ELEVATION SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL ARC 36HC (#3616BD) BIODIFFUSERS (H-20) 10. ALL HE DE GNENGHERE IPEENTERSANDEXITSCONC.STRUCTURESSHALLBEMADEWATERTIGHT. & REPORT TO ENGINEER IF DIFFERENT NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING SWING-TIES MEASUREMENTS TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM •� • • • • PERC NO. 13244 APPROPRIATE AUTHORITY. DESCRIPTION HC1 HC2 ` - • . ' INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS +� . • . ' EVALUATOR: Bradley M. Bertolo, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE SEPTIC COVER IN (1) 26.0 31.2 • • • + THEY SHALL WITHSTAND H-20 LOADING. ` C.S.E.APPROVAL DATE: July 2003 SEPTIC COVER OUT(2) 30.6' 28.8' 41+ • * # DATE: April 15, 2011 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. . � BIODIFFUSER CORNER(3) 40.1' 37.3' TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE BIODIFFUSER CORNER(4) 47.7' 38.1' 3 ELEV TOP= 51.00' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. / REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, --X-X-X-X-X BIODIFFUSER CORNER(5) 67.3' 62.7' •f�� ELEV WATER= <40.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). X X X X!X- \ . ' • ' PERC RATE _ <2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN I� k X'X_X_X_ \ MAP 270 BIODIFFUSER CORNER(6) 62 2 62 2 to LOCUS i •• SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. o X'X-- \ . • ' r' DEPTH OF PERC = 28"-46" 16. PROPOSED PROJECT IS LOCATED WITHIN: EXIST. X X` x-X� FENCE PARCEL 75 b a SHED / X_X� ( ; ' } TEXTURAL CLASS: 1 ASSESSOR'S MAP 270 PARCEL 74 ti j w ` •"I-• - _______.______.____-_ OWNER OF RECORD: JUDITH SELFE ce) \X1 ` ADDRESS: 235 ARROWHEAD DRIVE M - /` t�1 N77" X'�k-� ` • .• + ` r A 0„ Loamy Sand 51.00' HYANNIS, MA 02601 o 1224"w N X X-X , • a 8" 10Yr 3/2 50.33' i� 0 7- _ EXIST. / 149 56, u� ,J _ X X_X-_X x i ' : /.t, a B Loamy Sand C\f'. SHED ' / S2` X X'X X_ i 10Yr5/6 FEMA FLOOD ZONE C x X--_X, _ l � � � Perc8" ' 48 6T COMMUNITY PANEL# 250001 0005 C .< 17. DEED REFERENCE: BOOK 2113, PAGE 185 Med. -Coarse Sand 47.1 T ,K k k \ / �X ♦ ,• � �� C-1 10Yr4/4 18. PLAN REFERENCES: 1.) PLAN BOOK 159, PAGE 41 I k k -X s �• ; " (15%gravel) 2.) PLAN BOOK 377, PAGE 100 MAP 270 � / / x � � / -10 so 46.00 '• Medium Sand 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. PARCEL 52 x/k 0 ,,� C-2 2.5Y 6/3 k [ PROPOSED 1,500 EXISTING I 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY ?</ GALLON SEPTIC TANK EXIST. GARAGE / j XJ ZONE r • 88 43.67 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY kn k x SHED / ry • ..; FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. / J / INV.=51.4'± BIT. DRIVEWAY 0/H/; C-3 / \ \ Fine-Medium Sand 2.5Y 7/2 EXIST. CESSPOOL TO BE 1' X X--X x \ -- - -52- J LOCUS PLAN PUMPED, FILLED w/ CLEAN X-� C/O ! / SAND AND ABANDONED }/�' (A) k \ SCALE: 1"= 1000' 132"1 40.00' x , _ so No Mottling, Standing or Weeping Observed / CID k i (1 HC_1 V- -- DESIGN DATA TEST PIT DATA LEGEND k (6 I PATIO #w` J PERC NO. 13244#235 ` INSPECTOR: David W. Stanton, R.S. k 250f (2 INV.=51.0'± EXISTING Q I / % EVALUATOR: Bradley M. Bertolo, E.I.T. 50xO EXISTING SPOT GRADE s� NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5) - 50 -- - -- EXISTING CONTOUR k (B) 2-BEDROOM , k 3) - / C.S.E.APPROVAL DATE: July 2003 _ k DWELLING z / j • �as DESIGN FLOW 110 GAUDAY/BEDROOM April 15, k / 2011 k 17 7, TOF = 53.0'± �----�_� ors ,i / / DATE: 50 PROPOSED CONTOUR BFE =45.8'± k J TOTAL DESIGN FLOW 330 GAUDAY 1g �, '----.. / � TEST PIT#: 2 'Ic (5 3'0, BH �� h`ti/ / DESIGN FLOW X 200 % = 660 GAUDAY ELEV TOP= 51.00' /H/W EXISTING OVERHEAD UTILITIES k USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV WATER= <40.00' GAS - EXISTING GAS LINE / HC-2 PERC RATE = W W EXISTING WATER LINE PROPOSED / co - k -- x k \ DISTRIBUTION BOX !� ;C' $ k �52 �k� / �� o J DEPTH OF PERC = TEST PIT LOCATION x /4x ,� INSTALL 20 - ARC36 HC (#3616BD) BIODIFFUSERS (H-20) co TEXTURAL CLASS: 1 X PROPOSED 1,500 GALLON SEPTIC TANK l SYSTEM CAPACITY ----------.__ -----------.--_-.__-__ O O O �k\ MAP 270 ,� X�X / / (TOTAL L.F. OF BIOS) Loamy Sand (4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD 0" 51.00' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE X` r/� k�X\k� PARCEL 74 k l Q (100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY A 14,951 S.F.± 81, 10Yr3/2 50.33 PROPOSED DISTRIBUTION BOX B Loamy Sand 55 TOTALS: 10Yr5/6 Q PROPOSED ARC 36HC(#3616BD)BIODIFFUSER(H-20) MAP 270 :_v X�k TP 1 _p TOTAL NUMBER OF BIODIFFUSERS: 20 28" 48.67 PARCEL 53 ' v_ ,. k` I l / - __ l s'X` �. �� TP 2 - __+�,1-- � � TOTAL NUMBER OF COUPLINGS: 0 51x0 TOTAL LEACHING AREA: 480.0 C-1 Med. -Coarse Sand PROPOSED INSPECTION _ k�k`X` /� \ �� - J TOTAL LEACHING CAPACITY: 355.2 10Yr4/4 PORT WITH ACCESS BOXX�x� �c 51 0' k /a (15/o gravel) REV. DATE BY APP'D. DESCRIPTION TO GRADE (TYP OF 4) k X� l i X'X-X- 60" 46.00' PROPOSED SEPTIC SYSTEM UPGRADE Benchmark / Medium Sand � w NOTE: C-2 2.5Y 6/3 PREPARED FOR: N�7 k , EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE 88" 43.67' Nail in 14 Oak 12'24-W / �c DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER CAPEWIDE ENTERPRISES PROP. TOTAL 20 ARC 36 HC - o Elev. =52.70' , Approx. M.S.L. (#36166D) H-20 BIODIFFUSERS 14g 48, % 1� "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED IN A FIELD CONFIGURATION - JOW DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST MODIFIED LOCATED AT S k C� JANUARY 11, 2011). TRANSMITTAL NUMBER=W000052. C-3 Fine-Medium Sand '\ �X-X,X`X`X` Uj 2.5Y7/2 235 ARROWHEAD DRIVE MAP 270 ' - _ _ X k� HYANNIS, MA 02601 PARCEL 73-02 ` __ % SCALE: 1 INCH = 10 FT. DATE. MAY 3, 2011 NOTES: / k�X�X`X / l 132" 40.00' �X`X k / o 5 10 20 ao FEET No Mottling, Standing or Weeping Observed 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM ��' Sgcti PREPARED BY: COMPONENT. RESERVED FOR BOARD OF HEALTH USE JOHN L. �� JC ENGINEERING, INC. CHUCCI 1LLJR. « 2854 CRANBERRY HIGHWAY 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO �''� N °o EAST WAREHAM, MA 02538 ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. SITE PLAN- ! 508.273.0377 3.) ENTIRE LOCUS PROPERTY IS LOCATED WITHIN THE WELLHEAD PROTECTION OVERLAY DISTRICT. SCALE: 1" = 10' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No. 1976