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Home My WebLink About0510 WILLOW STREET - Health 510 WillovvrStreet . ` W: Barnstable., yR Y I 1! a c o r r n , f t tF� i B 1, 9 i n, i 2 ' 9 +`1 a o3'' Page: 1 L . M CERTIFICATE OF ANALYSIS ; = Barnstable County Health Laboratory --rAc:Os?t_ Report Dated: 06/23/2005 Report Prepared For: Order No.: G0530853 William S.Plettner 510 Willow Street W.Barnstable, MA 02668 Laboratory ID#: 0530853-01 Description: Water-Drinking Water Sample#: 30853 Sampling Location 510 Willow St.W.Barnstable,MA Collected: 06/15/2005 Collected by: W.Plettner Map 130 Parcel 028 Received: 06/15/2005 TBst,Nar meters 1 ITEM RESULT UNITS RL MCL Method# Tested LAB: Microbiology Total Coliform Present CFU/100mL 0 0 309 06/15/2005 Recommended maximum contamination level exceeded due to Coliform Bacteria. Retesting is recommended �j — r PProved By: w /fi r I Z (Lab Director) cz:p A ( Lzc < Mb t E; Et; C..J c f71 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court house, PO.Box 427, .Barnstable, MA 02630 Ph:508-375-6605 .ate � 44k r { CERTIFICATE OF ANALYSISPage: ;. F. Barnstable County Health Laboratory Report Dated: 6/29/2005 Report Prepared For: d0U. er No.: G0530720 r51'C liam S. Plettne Willow StreeBarnstable, A 02668 La ory ID#: 0530720-01 Description: Water-Druildng Water Sample#: 30720 Sampling Location: 510 Willow St.W.Barnstable,MA Collected: 6/13/2005 Collected by: W.Plettner Map 130 Parcel 028 Received: 6/13/2005 Test Parameters I &Tso RESULT UNITS RL MCL Method# Tested LAB: -Inorganics Sulfide <0.2 mg/L 0.2 4500 82-D 6/15/2005 Routine ITEM RESULT UNITS RL MCL Method# Tested LAB:.: Inorganics - Nitrate,as Nitrogen ,.BRL mg/L 0.10 io =`EPasoo`o 6/iai2oos LAB: Metals Capper BRL mg/L 0.10 1.3 SM 3111B 6/14/2005 Iron - BRL mg/L 0.10 0.3 SM 3111B 6/14/2005 Sodium 16 mg/L 1.0 20 SM 3111B 6/14/2005 LAB: Microbiology Total Coliform Present P/A 0 0 309 6/13/2005 LAB: Physical Chemistry Conductance 160 umohs/cm 1.0 EPA 120.1 6/13/2005 pH 6.8 pH-units 0 EPA 150.1 6/13/2005 EPA 524.2 - Volatile Organics by GCMS ITEM RESULT UNITS RL MCL Method# Tested LAB GUMS 1;1,1,27Tetrachloroethane BRL ug/L 0.5 EPA 524.2 6/13/2005 1;1,1-Trichloroethane BRL" ug/L ' 0.5:; 200" EPA`s24.2 6/13/2005 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 6/13/2005 1,1,2-Tri chi oroethane BRL ug/i 0s. 5.0` EPA 524.2 6/0/2005 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 2 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated. 6/29/2005 Report Prepared For: Order No.: G0530720 William S. Plettner 510 Willow Street W. Barnstable, MA 02668 1,1-Dichloroethane BRL ug/L 0.5 EPA 524.2 6/13/2005 1,1-Dichloroethene BRL ug/L 0.5 7.0 EPA 524.2 6/13/2005 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 6/13/2005 1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 6/13/2005 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 6/13/2005 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 6/13/2005 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 5241 6/13/2005 1,2-Dibromo-3-chloropropan BRL ug/L 0.5 EPA 524.2 6/13/2005 1,2-Dibromoethane (EDB) BRL ug/L 0.5 EPA 524.2 6/13/2005 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 6/13/2005 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 6/13/2005 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 6/13/2005 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 6/13/2005 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 6/13/2005 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 6/13/2005 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 6/13/2005 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 6/13/2005 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 6/13/2005 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 6/13/2005 Benzene BRL ug/L 0.5 5.0 EPA 524.2 6/13/2005 Bromobenzene BRL ug/L 0.5 EPA 524.2 6/13/2005 Bromochloromethane BRL ug/L 0.5 EPA 524.2 6/13/2005 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 6/13/2005 Bromoform BRL ug/L 0.5 EPA 524.2 6/13/2005 Bromomethane BRL ug/L 0.5 EPA 524.2 6/13/2005 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 6/13/2005 Chlorobenzene BRL ug/L 0.5 100 EPA 514.2 6/13/2005 Chloroethane BRL ug/L 0.5 EPA 524.2 6/13/2005 Chloroform 2.6 ug/L 0.5 EPA 524.2 6/13/2005 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph:, 508-375-6605 CERTIFICATE OF ANALYSIS <S�;.b•.�.�c1�.,r�:: Page: 3 :;: .. . ` '` Barnstable County Health Laboratory ;- Report Dated: 6/29/2005 Report Prepared For: Order No.: G0530720 William S. Plettner 510 Willow Street W. Barnstable, MA 02668 Chloromethane BRL ug/L 0.5 EPA 524.2 6/13/2005 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 6/13/2005 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 6/13/2005 Dibrornochloromethane BRL ug/L 0.5 EPA 524.2 6/13/2005 Dibromomethane BRL ug/L 0,5 EPA 524.2 6/13/2005 Dichlorodifluoromethane BRL ug/L o.5 EPA 524.2 6/13/2005 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 6/13/2005 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 6/13/2005 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 6/13/2005 Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 6/13/2005 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 6/13/2005 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 6/13/2005 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 6/13/2005 Naphthalene BRL ug/L 0.5 EPA 524.2 6/13/2005 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 6/13/2005 sec-Butylbenzene BRL ug/L 0•5 EPA 524.2 6/13/2005 Styrene BRL ug/L 0.5 100 EPA 524.2 6/13/2005 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 6/13/2005 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 6/13/2005 Toluene BRL ug/L 0.5 1000 EPA 524.2 6/13/2005 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 . 6/13/2005 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 6/13/2005 trans-l,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 6/13/2005 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 6/13/2005 Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 6/13/2005 Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 6/13/2005 Recommended maximum contamination level exceeded due to Coliform Bacteria. Retesting is recommen ed. / Approved By; 6 , (Lab Director) RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 L ♦ .= Health Complaints 01-Jul-05 Time: 8:38:00 AM Date: 7/1/2005 Complaint Number: 18223 Referred To: DAVID STANTON Taken By: DAVID STANTON i Complaint Type: CHAPTER II HOUSING Article X Detail: PRODUCT INTEGRITY Business Name: Number: 510 Street:_Wi1Iow=Street Village: WEST BARNSTABLE Assessors Map_Parcel: 130-028 Complainant's Name: County Lab Address: Telephone Number: Complaint Description: WELL TEST RESULTS: FAILED:COLIFORM BACTERIA PRESENT Investigation Date: 7/1/2005 Investigation Time: 9:00:00 AM 1 c i{jF HriR,ir. 10 CERTIFICATE OF ANALYSIS Page: {) M Barnstable County Health Laboratory - Report Dated: 06123/2005 Report Prepared For: Order No.: G0530853 William S.Plettner 510 Willow Street W.Bamstable, MA 02668 Laboratory ID#: 0530853-01 Description: Water-Drinking Water Sample#: 30853 Sampling Location 510 Willow St.W.Barnstable,MA Collected: 06/15/2005 Collected by: W Plettner Map 130 Parcel 028 Received: 06/15/2005 Test Parameters ITEM RESULT UNITS RL MCL Method# Tested LAB: Microbiology Total Coliform Present CFU/l00mL 0 0 309 06/15/2005 Recommended maximum contamination level exceeded due to Coliform Bacteria. Retesting is recommended W�q � Approved By: "v (Lab Director) v t;3 rZ co G3 rrl RL = Reporting Limit MCL=Maximum Contaminant.Level Superior Court House, PO.Bog 427, .Barnstable, MA .02630 P11::508 3fi5-6.605 WN f N:"IRWIN 7 SRI Home 4 People Pages 4 Search Results People Search Res u its 3 Matching Listings Reverse Lookup Search Tips Search Agah Add a Listing Bill Plettner (More Info) Map Update a Listing 510 Willow St driving directions Remove a Listing t Barnstable, MA 02668 save 8) 362 -9741 update or remove My Directory a .Send a Gift Public 177il 6e nd a Rack rounid Ce ff=caw 61 -Records V, poetcard Cb.ecfs Maps Kate PIeffner (More Info) map Driving Directions 510 Willow St driving directions West Barnstable, MA 02668 save Print-Friendly Version (508) 362-9741 update or remove Send a Gift Public fiend a �dh.-kg— Cerfff R-ecords poetcar E In d Stuart Pleftner (More Info) map 510 Willow St driving directions West Barnstable, MA 02668 save (508) 362 -6526 update or remove Send a Gift Public a fie a II-3Ch %raun-d t!CeTliscate h CO Ids betcard Search Again �\'Vor twa OW Copyright 2005 Acxiom. 7 Home I SuperPages Espanol I Yellow Pages People Pages I Merchandise I eBay Search I Web Search I My Directory City Pages I Consumer Center I Advertise With Us I About Us/Help I Add I Change Listing I Contact Us I Feedback English Espahol Privacy Policy I Copyright J Web Site Use Agreement I Site Index I Verizon Products/Services I Careers at Supereggqs Copyright 1996-2005 Verizon All rights reserved. i -71 1 v� UG p c0 s� -0 rn c w r- f l� V�- EA,'WIROTECH LABORATORIES,INC. AM CERT.NO.:AP AIA 053 ` 8 Jan Sebastian Dr- Unit##12 Sandwich, AM 02963 (908)888 6460 1-800-339-6460 FAX(508)888-6446 CLIENT: William Plettner. LOCATION: 510 Willow Street ADDRESS: 510 Willow Street W Barnstable MA 02668 W Barnstable MA 02668 COLLECTED BY. Client SAMPLE DATE: 7/6/2005 SAMPLE TIME: N/A WATER SAMPLE TYPE: Existing Well DATE RECEIVED: 7/6/2005 LAB I.D. #: Existing Well WELL SPECS.: NIA RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Colitorm bacteria / 100ml 0 0 9222 B 7/6/2005 ram_„ WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES in FOR PARAMETERS TESTED. ' w w m < =Less than > =Greater than TNTC=Too numerous to count A S Date ald J. Saar Laboratory Di c or L � - t , IJ � s , r , .4 c• k` r, y , .. 71 u � t x f c y + ' a�, D t k h — 7 � w p CERTIFICATE OF ANALYSLREIVEPa e: 'SA�Hcss'� Barnstable County Health LaboratoryReport Prepared For• Report Dated: 7/30/2003LE Order Numb Kathleen H.Plettner P O Box. 366 West Barnstable, MA 02668 Laboratory !D#: 0321183-01 Description: Water-Drinking Water Sample#: 21183 Sampline Location: 510 Willow St.,West Barnstable Collected 7/10/2003 Collected by: Sheila Bearse Received 7/10/2003 Routine ITEM RESULT UNITS MCL Method# Tested LAB:IC Lab Nitrates <0.1 mg/L 10 EPA 300.0 7/14/2003 LAB: Metals Copper 0.3 mg/L 1.3 SM 311113 7/29/2003 Iron 0.3 mg/L 0.3 SM 311113 7/29/2003 Sodium 12 mg/L 20 SM 311113 7/29/2003 LAB: Microbiology Total Coliform Absent P/A Absent 309 7/10/2003 LAB: Physical Chemistry Conductance 101 umohs/cm EPA 120.1 7/10/2003 pH 7.3 pH-units . EPA 150.1 7/10/2003 Note: Water sample meets the recommended limits for drinking water of all above tested parameters. Approved By: (Lab Director) Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 uo2 _ 'o- .,,n Z I`� 7z8•,97 1 L} - ••"` /o�j � �� .. . . . ". . .. . lam' �' 00 La7' I certify that this property is� located in Flood Hazard Zone C (out- side the 500 year flood) as identified by the Department of Housing and Urban Development (HUD) . Date %,;,�� .0off CERTIFIED PLOY PLAN LOCATION Reg,. rLarid Survey*or PLAN REFERENCE .6'�IAIC. Z07T I certify to its title insurance company THE LOCATION OF THE ORIGINAL DWELLING SHOWN HEREON,EITHER WAS IN COMPLIANCE that there are no visible encroachments WITH THE LOCAL APPLICABLE ZONIN* BYLAWS I or easements except as shown and that this IN EFFECT WHEN CONSTRUCTED (WITH p'an was prepared under my immediate RESPECT TO HORIZONTAL DIMENSIONAL supervision. REQUIREMENTS ONLY),OR EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER M.O.L. TITLE VI I,CHAPTER 40A,SECTION 7,UNLESS 7' OTHERWISE NOTED OR SHOWN HEREON, _J TOWN OF BARNSTABLE _�di tJ�" opY/ LOCATION ;5'""ez X -SEW # _2ooa: • a3 7 VILLAGE J�P ' °�'� ASSESSOR'S MAP & LOT -078 INSTALLER'S NAME&PHONE NO. ¢ SEPTIC TANK CAPACITY LEACHING FACILITY: (ty IA- Tc- 30V (size) ,�%�ll` Z `�! Z NO. OF BEDROOMS — BUILDER OR OWNER PERMIT DATE: /�/off COMPLIANCE DATE: y 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) /SD f Feet Edge.of Wetland and Leaching Facility(If any wetlands exist �Witliin 300 feet ofleaching facility) /GU t Feet Furnisfied by c C I I. i 37 jg2 �s \ 4 J THE COMMONWEALTH OF MASSACHUSETTS Ent r�computer: c Yes � s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zipplication for Migpogar *pgtem Construction Permit Application_for a Permit to Construct( )Repair( L4epgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.S-/o L-)/ O&) S , Owner's Name,Address and Tel.No. " rAYYZ_ , �u,�nsf�blc �igcil('� Assessor's Map/Parcel /3o (J ^� o � 3 6 a 140 a q �tJcY� Installer's Nam el.e,AddAA OcNCO Designer's Name,Address and Tel.No. 350 Main Street + 7 W. Yarmouth, MA 02673 t Type of Building: (J Dwelling No.of Bedrooms ` Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures G� Design Flow r gallons per day. Calculated daily flow yyU gallons. Plan Date Number of sheets I Revision Date W Z/4 Title 81 c� k - Size of Septic Tank ! $^UU Type of S.A.S. _A 4,164-jr— Description of Soil �e r R�4A Nature of Repairs or Alterations(Answer when applicable) 2` AA1 ra 0. ` 0 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 E viro tal Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo d e th. za Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Qb a)--23 7 Date Issued �b tJo `.23 7 Fee 5 V THE COMMONWEALTH OF MASSACHUSETTS Entered m computer: Yes ,PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pprication for Di0oo.5ar *p5tem Construction 30ermit Application fora Penn it to Construct( )Repair( C-4pgrade( .)Abandon( ) : ❑Complete System ❑Individual Components Location Addressor Lot No. A-) 4,4,l U&) 3 • x Owner's Name,Address and Tel.No. J-A/vt-e- W• 3a r n s fR b!e 1 C ue lyric� �f1C_/ft�o Assessor'sMapT arc e -11 Installer's Name,Addres4,K�ANCO Designer's Name,Address and Tel.No. 350 Main Street �+ V! l �l ,, 3S 7/o W. Yarmout;,, MA 02673 Type of Building: e� DwellingNo.of Bedrooms Lot Size s . ft. Garba e Grinder � 9 g ( ) ,� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures q Design Flow gallons per day. Calculated daily flow y U gallons. Plan Date ,3 ok _Number of sheets Revision Date Title Size of Septic Tank U U^� I Type of S.A.S. Description of Soil lie r r t,4 A/ Nature of Repairs or Alterations(Answer when applicable) 11. J Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro m- ntal Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo d f e th. 4 11 Signedl Date Application Approved by V 64 4-) Date Application Disapproved for the following reasons Permit No. .�23 Date Issued �D t. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate..of Compliance THIS IS TO CERTIFY, that the On- ite'Sewage Disposal System Constructed( )Repaired ') Upgraded( ) Abandoned( )by �'"0,/ at 516) i 0 �e<-_ ,� - t,0. 60/ has been constructed ' accordance with the provisions of Title 5 and the for Disposal System Construction Permit No..2ov-)-277 dated U Installer Designer The issuanc o this ter shall not be construed'as a guarantee that the sys will un�tion as si ne y Date III � � Inspector �• No. j(�(0— 2 3"7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS MigpoZar *p5tem Construction permit Permission is hereby granted to on truc ( )Repair(✓rUpg;ade )Abandon System located at SOU ,�,�o�J �• F. 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 thm4nj 'Date: b Approved by �vc .4u �'or TOWN OF BARNSTABLE LOCATION SEWAGE # -2ood • 0)37 VILLAGE "' 5 ASSESSOR'S MAP & LOT '018 INSTALLER'S NAME&PHONE NO. rs/4.>o 7 7'! Z "d SEPTIC TANK CAPACITY LEACHING FACILTTY:.(type0,� /ate/l�r�r� 3 (size) '3-7 �,�!/. Z `,e L' NO.OF BEDROOMS BUILDER OR OWNER +o PERMIT DATE: ! A COMPLIANCE DATE: Separation Distance Between the: Max'mum Adjusted Groundwater Table and Bottom of Leaching Facility /O Y` Feet im Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) LSD.t Feet Edge of Wetland and Leaching Facility(If any wetlands exist 160 t Feet within 300 feet of leaching facility) Furnished by C��CC7 try 4 R l - _ _ - ASSESSORS MAP 130 TEST , HOLE LOGS NOTES: PARCEL: 28 L�3�d �yb 4 1. VERTICAL DATUM ASSUMED FROM QUAD (NGVD +/-) �+ ENGINEER THOMAS McLELLAN, P.E. FLOOD ZONE:` C 2. MUNICAPAL WATER IS NOT AVAILABLE. DATE: 3-5-02 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. WELL"!'rNc PERCOLATION RATE: < 2 MIN/IN`_ (HOUSE 490) 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20 ►. LOADING SPECIFICATIONS. ��' ♦ 4 5. PIPE PITCH = 1/4" PER FOOT, (UNLESS NOTED OTHERWISE). WELL FOR HOUSE # 496 TH-1 , TH-2 LOCATED AT REAR OF LOT 78.0 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. 4' wtiw o//A HORrZOk ELEV 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE Loots 4 SANDY LOAM USE OF A GARBAGE DISPOSAL. BENCHMARK AT 6" tOYR 212 77S B. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE E EVAT AIL = 80.0�. �� B HORIZON STATE OF MASS.'ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL LOCATION MAP /79. 8 ,ya z4" oANR sjs AM 76.0 HEALTH REGULATIONS. LOT AREA 78 Cl HORIZON 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR i 191,825 + S.F. tj� SANDY LOAM TO CONSTRUCTION. (4.4 ± AC.) ��, �� f08` 2.5Y 614 69.0 r wg� 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO C2 HORIZON EXCEED 3.0'. zsr js E SAND 1f. ALL UNSUITABLE SOIL (SANDY LOAM, APPROX. 108" DEEP) WITHIN 5' OF ✓� 4Ay r 78 1sz" s45 PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. EXISTING WELL fig. `\� NO GROUND WATER ENCOUNTERED 12. EXISTING CESS POOL TO BE PUMPED AND FILLED WITH SAND. (HOUSE # 519) 80. 3 ♦ \.p i _ - - SEPTIC SYSTEM DESIGN 80. s ,11 - ' .::::.::. .mod � ST 80 FLOW 'ESTIMATE: DWEL ING BEDROOMS AT 110 GAL/DAY/BEDROOM = 440 GAL/DAY u WE ' SEPTIC TANK: y ►.`� FRO r ' 440 GAL/DAY DAYS 880 GAL ��15� yes r ' r ` , r � r x 2 A -80 USE 1500 GALLON SEPTIC TANK PROPOSED SEVER MANHOLE LEACITING AREA: TO BE SET AT AN INTERVAL 84 NOT TO EXCEED 100') USE 4 INFILTRATOR CHAMBERS (MODEL 3050) WITH OF 3.6' STONE ALL AROUND (37' x 11.2' x 2' DEEP) 6$ __ __ _-_ _ ........�..... ., � _ _ ��• LOT AREA EXISTING `` \+ ' \` ++ ` �+ w ,► rr rr O 191,825 + S.F. + ;SIDE AREA.' (37 + 11.2)2 x 2 = 193 (.74) = 143 GAL/DAY (4.4 ± AC.) WELL M 626) � +, ` �` , - - -+ �, �, ,' � 82 BENCHMARK AT BOTTOM AREA: 37' x 11.2' = 414 SF (.74) = 306 GAL/DAY � `` '� '` PK NAIL ELEVATION = 81.96 CAPACITY = 449 GAL/DAY LOT PERIMETER SCALE: r 200' - - _ 84 SEPTIC SYSTEM SECTION ` ` r ► , , :` ` ` ` COVERS WITHIN 12" OF FINISHED GRADE 2" PEASTONE 83.8 ONE INSPECTION COVER D FIRST FLOOR TO BE WITHIN 6" OF GRADE) 3/4„ - 1 1/2" cP r pAvE E �� ZZ WASHED STONE + ► , , , , .� 86 3 MAX COVER a GAGE `` ELEV: 75.0 78.75 EDGE OF WETLAND ' ' ' ,' ' r 8 ` a o: 70 y - S n9 , ELEV. L�f r , 79.0 1500 ID-B, o 72.5 CAL 74.7584 + : , ISTI ODY g8 84ELEV. SEPTIC TANK 74.926" pF' �� E-� ELEV. 80 + ` -72 74 76 78 80 �xgEL1.1NG 8 G 8z " ELEV. 3.5 3.5 82 7 76 74 72 : ' D�E tiT ems''' N Z798 ' (6 OF STONE UNDER OR ELEV. STONE 37' 1st ELEV. MECHANICALLY COMPACTED) UNDER) 4 INFILTRATOR CHAMBERS (MODEL 3050) 3 EXIST. 74.5 KEY: ( TEE SIZES: GAS BAFFLE WITH 3.5' OF STONE ALL AROUND PIPES) AT OUTLET TEE ELEjr (37' x 11.2' x 2' DEEP) (H-20) EXISTING CONTOUR: I INLET: 6 UP, 13 DOWN PROPOSED CONTOUR: "'-"-"--"'-""' G WELL ♦ OUTLET: 6" UP, 14" DOWN EXISTING SPOT ELEVATION: PROPOSED SPOT ELEVATION: 255 0' FROG ExIgTIN 0 '� EXISTING WELL TEST HOLE:-�- SITE AND SEWAGE PLAN UTILITY POLE: -O- APPROVED BY: DATE: FENCE LINE: - - L 0CA TION HYDRANT: RETAINING WALL: �c ,s, A �v �H ��, 510 WILLOW STREET EXT. TREE: 0sa' � y� <;''" OHN WEST BARNST ABLE, MA 1 G R - � �� r:' f �j Z. � 1 V qtd!� " I DEArtAREST JR No. 3sess„ PREPARED FOR: DEMAREST-McLELLAN ENGINEERING ��yQ ° A & B CANCO / PACITTO suRVE 24 SCHOOL STREET P.O. BOX 463 HEST DENNIS, MASSACHUSETTS 02670 � SCALE: 1" 40' DATE: 3-8-02 PHONE & FAX : (508) 398-7710 REFERENCE: PLAN BOOK 184 PAGE 81 DM # 01-77_ THOMAS MCLELLAN, n L- 1JOHN Z. DEMAREST JR., P.L.S.