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HomeMy WebLinkAbout0249 WHEELER ROAD - Health 249 Wheeler Road Marstons Mills 1 A = 082 007 { r TOWN OF BARNSTABLE o P 0-/ 0� LOCATION 121 w Nz%1%-2=rBzo+•l SEWAGE # 2-003 —6S 1'-VII,LAG ASSESSOR'S MAP & LOW2 007 INSTALLER'S NAME&PHONE NO. l4\-ck%%e &w s cit o e-n ova ! SEPTIC TANK CAPACITY t Sbo LEACHING FACILITY: (type) Lk Tbo C-AU.nw t LICTL NO.OF BEDROOMS 3 B :I:L R OWNER "Q NJG1,►1b, PERMITDATE: C—C='3 t 4 Zuu COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by G � � 74 C - (03 o ; 7R "70' 1 - lop VZ \ r \ Orl p ! eya�y Q \\ xx o i \ t 005. ko Cal ,d ± fod �\ nd J " � � 1 Sketch Plan 00.001 a Showing Proposed Goroge Al CapeSury od load 7 Parker Road � v OsterwUe Am 02655 (5W)42o-_Ws•(5oe)rP-.Wf5.ra. p(,votie cvice W,*">ccoanet I , Aide- 0 5 10 15 20 30 40 F££T / y E562_191 JOIOCT10 3 t NmW3 o3 Fee---A�j BOARD OF HEALTH TOWN OF BARNSTABLE ApplicationArlVell Congtruction3permit Application is hereby mjide for a permit to Construct (.-), Alter or Repair )an individual Well at: Location Address Assessors Map and Parcel Owner Address ----—----- Installer — Driller Address Type of 11 it I welling Other - Type of Building No. of Persons------------------------------- Type of Well Capacity----------------- Purpose of Agreement: The undersigned agrees to install the aforidescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed -, 7Z.1�,WZ 3 da Application Approved By datJ Application Disapproved for the.following reasons: --------- date Permit No. Issued date BOARD OF HEALTH TOWN OF BARNSTABLE Cerfificatt Of Compburle THIS IS TO CERTIFY, That the Individual Well Constructed (,-I, Altered or Repaired 21EzeL by------ Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well roteftion /P 11a 3 3 712L Regulation as described in the application for Well Construction Permit No!q!PQ.3__A5_Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------- Inspector r I i (�ZUU3 -_b3 'Fee- `�-�=='� �a.. BOARD OF HEALTH sr' TOWN OF BARNSTABLE -✓---...vv✓��'��� a Applicat ion Ar lVell"Con0ruct ion Permit Application is hereby made for a permit to Construct (/), Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel /. Owner Address Installer Driller Address f Type of B.uikd'in" welling � ---------------------------- , Other - Type of Building---------------------- No. of Persons--------------------------------- - r Type of Well- -® jE— — ---- - Capacity--- - -- - --=------------— Purpose of Well---------- ---------- li r I Agreement: { The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The j Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed = = ----� aa � - 1?4 Application Approved By --- ——— --—— r date f Application Disapproved for the following reasons: ------ - - — date I :\ Permit No. w 2 -- � ---- Issued-----� --�� date--'--- ---------- I BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (/'), Altered ( ), or Repaired ( ) y Installer at-- '&/ - za has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private We1yProte tion Regulation as described in the application for Well Construction Permit NogL�0L S Dated 7i 2� __3__ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------- — - -- Inspector------ - - -- -- —-------- I i BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Con5truct ion Permit No.�l 20U3- Fee---------- Permission is hereby granted 1A - ---------- to Construct 40'), Alter 9( ), or Repair ( ) an Individual Well at: joazrzsc Street as shown on the application for a Well Construction Permit } -- --- No.-—LIV 7P0 3� 0367 Dated —q 2 cf 03 ----------------- C � 2 - Board of Health DATE— - �I �03- 069 No. Fee r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS 01ppYication for Zigozar *pztem Construction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. Zy e1 Wh I ELI✓2 ROP D Owner's Name,Address and Tel.No. IVIARstoWs In ILLS, /v14S S fDA-4MV PORT 13U1LDJfVC- COAlP4/111 Assessor's Map/Parcel Z® 1`Y• M!�1/V 5 Installer's NE66? Ad ss,and j'el.No. Designer's Name,Address and Tel.No.,6 O 6-- y'28—3 3 4 L) ,C.� w �' SOLLI v14A/ E/LCr1IVGC UP—IIVO t IVG�S '7 PA rw_&2 fZaAD 45�4_ d Z6 0 Type of Building: Dwelling No.of Bedrooms 3 S Lot Size l,/ Ac Wit- Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow 4 H 0 gallons per day. Calculated daily flow 4 G I gallons. Plan Date 30 Al. `2-Z , 2 op 3 Number of sheets Revision Date Title Size of Septic Tank /6-00 Cr A L La&, Type of S.A.S. 12'X 3��L�A�i 1/✓3 Aiyl(3L�7L Description of Soil 0—3 10 Y R 2 GaA/SE S'/,��� " 3 11 1 O`f R 3 L .S I L7Y It C1Ars C SAAIT ; I► '' Z 9" 1 ay 12 `I G C_04tS,5- SAn/D ; 2 q! 120" I a Y 2 & 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 Certifi- cate of Compliance has been issued by this Board o ealth. Signed Date 't- Application Approved by Date Z // 3 1. Application Disapproved for the following reasons Permit No. Date Issued 2- I -31 --------------------------------------- t 1 � No. sF. Fee Entered in coin uter: V L� THE COMMONWEALTH OF MASSACHUSETTS p -yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 30'PYication for,Mi!6pogaY*pgtem Congtruction Permit - Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. 2y 9 W h b ELL-fL Ro A p Owner's Name,Address and Tel.No. 1V1ARSt0/V5 MILLS, M.4S S DA14MW(>o(ZT J3U1L011VC- C191"P4/1/l Assessor's Map/Parcel .2-0 1J. M p 1/V 5 T• /ICI 91 P 7 S-'*141ZM040 x4s 5 . Installer's N e,Ad remiss,and�'el.No. Designer's Name,Address and Tel.No.S 0 6-- y 28'3 3 4 9 '3&/ e off �'LSS SU I_I Vp E/IKr Lr E LA/ 1fv2 c- 1IV-0 I W . ra4 rKE 2- rzoA D /f ��srr5 /01, 1©�ER VILLS SS Type of Building: -a 4� Dwelling No.of Bedrooms` 3 Lot Size 1,l5 Ac �sq,ft, Garbage Grinder(A Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 6 r , Design Flow 490 gallons per day. Calculated daily flow L4 G I g lions. Plan Date 3 P IV. '2.2 , 2 o a 3 Number of sheets l Revision Date r" f Title pro po S E D S / 7E' Size of Septic Tank 15o0 G-A L Lo Ai Type of S.A.S. 1I✓►C_IIA/IC3L'TL Description of Soil O—3 10 Y R 2.1/ CrA/sA S QVD 1 3 11 10 YR ;�/d -54L71 It ''—z 9 if1 0V R 4,Y4. COA/sf6F- S.A/t/D 2 9'= 120" I Y fL &zg t Nature of Repairs or Alterations(Answer when applicable) w� Date last inspected: Agreement: ` The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system -4 in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board o Health. ✓ Signed , Date ':- ?b o Application Approved by Date Z1111,13 Application Disapproved,for the following reasons nn Permit No. �1� �'' Date Issued Z I 1 (7 S i - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance w THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(X)Repaired ( )Upgraded( ) Abandoned( )by A P_kpY CO 4 at2—'49 14/hE�5Le2 2oAD , has been constructeo iry accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 200 3—D(05 dated 2.11063 Installer Designer .SL�LL/Y N /Y�/IVG�:=21N/� I�YG . The issuance of this ermit shall not be construed as a guarantee that the syst ti s der!s Date ` 1 ` 0 3 Inspector { V(11P� C�� Y�.b�l � LL(�ekY . VQ$L'Y►�-(ill Q�QUQ 110{1 1DI�QX� No. 26y 3 -00 Fee /0U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS 1=iq;po.5a1 *p5tem Con5truction Permit Permission is hereby granted to Construct(,k)Repair( )Upgrade( )Abandon( ) System located at 2-L4 W h 5 E L E 2 QLA D ,LZVAr,' Mi L L s�,;/yJ_OSJ�* tA (c�'y �o w"� �.•titPa 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:Co tr c // tion must be completed within three years of the date of this p Date:_ 2- 03 Approved by pE ligA� REC U._.._.�a. Page: 1 CERTIFICATE OF ANALYSI Barnstable County Health Laboratory SEP 2 6 2003 Report Prepared For: Report Dated: 09/22/2003 TOWN• r:NSTABLE Order Numbe :_dw di PT. Davenport Realty 20 North Main Street South Yarmouth, MA 02664 Laboratory ID#: 0322658-01 Description: Water-Drinking Water Sample#: 22658 M823 824 Sampling Location: 249 Wheeler Road Marstons Mills MA Collected: 09/02/2003 Collected by: E Meehan Received: 09/03/2003 Routine ITEM RESULT UNITS MDL MCL Method# Tested LAB: IC Lab Nitrates <0.I mg/L 0.1 10 EPA 300.0 09/03/2003 LAB: Metals Copper _,._ <0.1 mg/L 0:1 -1.3 - SM-3111B 09/18/2003 -• - - -- Iron. :,t 0.2_ mg/L 0.1 0.3 SM 3111B 09/18/2003 So,d. um , 15 mg/L LO 20 SM 3111B 09718/2003 i is ;; .8. , .. E•- _ r. _ •LAB: ti, i L:r•/ .'_ (: .., _ Mccrobi009y3 , ,,., Total Coliform: Absent P/A 0 Absent P/A 09/03/2003 LAB: Physical Chemistry Conductance 155 umohs/cm I EPA 120.1 09/03/2003 pH 6.8 pH-units 0.1 EPA 150.1 09/03/2003 EPA 524.2- Volatile Organics by GC/MS ITEM RESULT UNITS MDL MCL Method# Tested LAB: GC/MS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 09/10/2003 1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA 524.2 09/10/2003 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 09/10/2003 1,1,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 524.2 09/10/2003 1,1-Dichloroethane . BRL ug/L 0.5 EPA 524.2 09/10/2003 jj1 Dichloroethene . BRL. ug/L 0.5 7.0 EPA 524.2 09/10/2003 ,1:,1-D,ichloropropene BRL ug/L 0.5 EPA 524.2 09/10/2003 i .w r.•, 44--.3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 09/10/2003 ;1-,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 09/10/2003 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 09/10/2003 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 pF IT or =' CERTIFICATE OF ANALYSIS page. 2 Barnstable County Health Laboratory Report Prepared For: Report Dated: 09/22/2003 Order Number: G0322658 Davenport Realty 20 North Main Street South Yarmouth, MA 02664 Laboratory 1D#: 0322658-01 Description: Water-Drinking Water Sample#: 22658 M823 824 Sampling Location: 249 Wheeler Road Marstons Mills MA Collected: 09/02/2003 Collected by: E Meehan Received: 09/03/2003 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 09/10/2003 1,2-Dibromo-3-chloropropan BRL ug/L 0.5 EPA 524.2 09/10/2003 1,2-Dibromoethane (EDB) BRL ug/L 0.5 EPA 524.2 09/10/2003 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 09/10/2003 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 09/10/2003 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 09/10/2003 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 09/10/2003 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 09/10/2003 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 09/10/2003 1,4-Dichlorobenzene BRL u&L 0.5 5.0 EPA 524.2 09/10/2003 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 09/10/2003 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 09/10/2003 4-Chlorotoluene BRL ug!L 0.5 EPA 524.2 09/10/2003 Benzene BRL ug/L. 0.5 5.0 EPA 524.2 09/10/2003 Bromobenzene BRL ug/L 0.5 EPA 524.2 09/10/2003 Bromochloromethane BRL ug/L 0.5 EPA 524.2 09/10/2003 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 09/10/2003 9 Bromoform BRL ug/L 0.5 EPA 524.2 09/10/2003 Bromomethane BRL ug/L. 0.5 EPA 524.2 09/10/2003 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 09/10/2003 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 09/10/2003 Chloroethane BRL ug/L 0.5 EPA 524.2 09/10/2003 Chloroform 68 ug/L 0.5 EPA 524.2 09/10/2003 Chloromethane BRL ugn- 0.5 EPA 524.2 09/10/2003 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 09/10/2003 cis-1,3-Dichloropropene BRL ugf- 0.5 EPA 524.2 09/10/2003 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 09/10/2003 Superior Court House, PO. Box 427, Barnstable, MA 02630 Phi 508-375-6605 i Page: 3 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Prepared For: Report Dated: 09/22/2003 Order Number: G0322658 Davenport Realty 20 North Main Street South Yarmouth, MA 02664 Laboratory ID#: 0322658-01 Description: Water-Drinking Water Sample#: 22658 M823 824 Sampling Location: 249 Wheeler Road Marstons Mills MA Collected: 09/02/2003 Collected by: E Nleehan Received: 09/03/2003 Dibromomethane BRL ug/L 0.5 EPA 524.2 09/10/2003 Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 09/10/2003 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 09/10/2003 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 09/10/2003 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 09/10/2003 Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 09/10/2003 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 09/10/2003 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 09/10/2003 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 09/10/2003 Naphthalene BRL ug/L 0.5 EPA 524.2 09/10/2003 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 09/10/2003 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 09/10/2003 Styrene BRL ug/L 0.5 100 EPA 524.2 09/10/2003 tert-Butyl benzene BRL ug/L 0.5 EPA 524.2 09/10/2003 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 09/10/2003 Toluene BRL ug/L 0.5 1000 EPA 524.2 09/10/2003 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 , 09/10/2003 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 09/10/2003 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 09/10/2003 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 09/10/2003 Trichlorofluoromethane BRL ug/L 0.5 r EPA 524.2 09/10/2003 Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 09/10/2003 Note: Water sample meets the recommended limits for drinking water of all above tested parameters. Superior Court House, PO. Box 427, Barnstable, MA 02636 Ph: 508-375-6605 r Page: 4 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Prepared For: Report Dated: 09/22/2003 Order Number: G0322658 Davenport Realty 20 North Main Street South Yarmouth, MA 02664 Laboratory ID#: 0322658-01 Description: Water-Drinking Water Sample#: 22658 M823 824 Sampling Location: 249 Wheeler Road Marstons Mills MA Collected: 09/02/2003 Collected by: E Meehan eceived: 09/03/2003 Approved By: R b Director) O Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 I ' ( TOWN OF BARNSTAB. LE LOCATION _14cj 4,j SEWAGE # 2003 _ 4 ASSESSOR'S MAP& LOT K2 —7 INSTALLER'S NAME&PHONE NO. 14 x % s t SEPTIC TANK CAPACITY t Sbo LEACH NG FACILrrY: (type) L 3-oo C-AU-0%u (size)t�es�S 12 x it NO.OF BEDROOMS_ ? BUILDjj� R OWNER PERMITDATE: t !k Z COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished.by i 79 �\ "70' i Town of Barnstable P#P 10,385 Department of Health,Safety,and Environmental Services THE Public Health Division Date /ZW O'Z 367 Main Street,Hyannis MA 02601 wwarAeM MASS. Date Scheduled o t�I ro O j°rao tom+'' 3 Thne 10:00 AM Fee 11d. A 100.00 Soil Suitability Assessment for Sewage Disposal Performed By: Su1\w E� � �'�nq Witnessed By:._bqV I r\ S_ aq LOCATION & ENRAL INFQRM,4TION Location Address ZL-t9 .ROgck Owner's Name W.BeI� M4fSk0(\S j�,11 S Address tZ Hemlock Wo.7 p N.•AWcboro, MR oz-7ro0 Assessor's Map/Parcel: OvZ—00 7 Engineer's Name Svllivwn En9,neer.�� NEW CONSTRUCTION �_ REPAIR Telephone# 508-Lj7 6_33'-1L1 Land Use R�Sj cQQ/� I q` Slopes(%) 0-3% Surface Stones iV/A Distances from: Open Water Body Z7$ R Possible Wet Area Z75 ft Drinking Water Well /00 { fl Drainage Way. R Property Line 151T_ ft Other. NIA R SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) I 2 J 9 I Cjoo .0 o � M P 2 �1 # SCALE= I'=(00' Parent material(geologic) OLr�l ogSl\_P 1C t/\ Depth to Bedrock 306 t Depth to Groundwater: Standing Water in Bole: /1 0 Weeping from Pit Face NA Estimated Seasonal High Groundwater EL.y3 FRorA O$. 6f`DVndW0.�ef pl�c�, T. G. E-L 79 TL NATION. tt SCAS( NA , GH'wATIJ t 'AT3T�l Method Used. SEE A�VE Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side ofobs.hole: in. Groundwater Adjustment R. Index Well#___. Reading Date:_ __ Index Well level.,.—.—_ Ad.i.factor Adj.Groundwater Level rERCOLATIHN TEST v>itr c>t its o ti►fill e ......................... Observation Hole# / Time at 9" �t Depth of Pere 3 Time at G" Start Pre-soak Time® CEO G Time(9"-G') End Pre-soak I Rate Min./Inch mU Site Suitability Assessment: Site Passed YE-5 Site Failed: Additional Testing Needed(Y/N) Original: Public Flealth Division Observation Hole Data To Be Completed on Back Copy: Applicant >vE> P O> S �A rM >IlO�L LOC Hnlc Depth from Soil Horizon Soil fexture Soil Color Soil Other Surface(m.) (USDA) (Munsell) Molding (Structure,Stoncs,Boulderes. organh�y n islcnc o ra cl VART-Ly Decomj' seD oRRS1=SAS IOYR Z/1 LEAVESi-VLJ%los AZayE S1LZY 2�-IZo C co sAn,� 0 570 A NV L SEEP;OBSER't�ATIONHOLjG LID�G Hale# Depth from Soil Horizon Soil'fexlure Soil Color -111 Soil Other Surface(in.) (USDA) (Munscll) Mottling (Structure,Stones,Boulderes. p� itn °o r 1 O-y� O Cot SE SAND pARTL.y DEcompcsEr, SILK IUy z LEAVES tTWIr0S A[;ovt? '-1-IZ oA SAND toy 3/ IZ-Z8�t CA SC N IUYk yI n- I Z.t7 C — CoAMe5pNA I o`1 S"/o C'RAva✓ DEEP OBSER�A�'t()N HOLL LUC< lHtole# Depth from Soil I lorizon Soil Texture Soil Color Soil Surface(in.) Other (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. h i °o ravel A]EEP OBSERVATION HOLE':LOG Ht>;�e# De th from P Soil Ilorizon Soil Texture Soil Color Surface(in.) Soil Otl'cr (USDA) (Munscll) Mottling (Structure,Stones,Uoulderes. n i enc "o Gravel) Mod Insurance Rae Mal Above 500 year flood boundary No_ Yes Within 500 year boundary No ✓ Yes Within 100 year flood boundary No h,— 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? YES If not,what is the depth of naturally occurring pervious material? Certification I certify that on AARPO L 199.5 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was perfornied by me consistent with the required t ' 'ng,expertise and ex erience described in 310 CMR 15.017. Signature C Date 1 I(- 03 r Yl �I'M`nOYi z'_o. m'�• m,_m• B,-q. a ka SFFo^9d' jg OP 60 f 80 0� � Z i ru-14+kyrAhF• 4 V 3 S O'-m•y 1 0'-_+.1 k = - onlwgq.ry�kIM•q^q P.T. � .. I 0 2717"x 71e," tau d' -- r-- ---r-r=? ---------- ---'------- r Ar t�ITGH�N --- Ot►IIN4lzoorY = N PAMLY�OOPt 1 9'-I^x 1 9'-1 0^ (9'-0"x 1 %•-4" ---- — H.4'ST4y 0 e 0 A LO 0 I 0 I q'P.T.Wood.n delk q'a z/e• •viz/e• " w/skgira q^d rrG � � M a^bme# I •mie c..l �Nd ra^dereeneTW zggs � ° rh.rmeTrum r�mg a yIa -9^x 19'-4n ° _ h o m o �J 1 - o' 0 e} b o Lr)13 .�.•.-� . c = p o t o' —j � r1'.r or..e II 9]oer�e.w;I•rr^°,em /^�•I - '_ '_ � _...o R '`J i �I II I , II Gf r-A4e- tL y Therm"wa-ae o ; 1p ! w u 'iAiA Cozen p—F 4, vm em q: sa, .e b• �= „„ �: 3� aII DRAWING TYPE: • "; t_ F ;u i m Fl��'r Fl_04F- F'l-�c„t First Floor Plan Y- T SHEET NUMBER: ��wTm'-�• #` #• 'm'-9' q'-9' (' IO'-v' # p y # q_,n. q•_O• # V-9• 4 q,_s. 2040 hq.F#.Living space Ir-7I/q• # III'-ms/q^ 19•-q:/q• Iclo17!aq. #.4arage Iz ^ OO i� :+��+/w• 1%'-11• r•-w 1/s• °'-+• Im•-P 9/q• ------------ a t §g3Ea^ li o s s e`aa 3, � F Is•-o• 19•-i• I%moo^ 1:'-"' e.-+' '�a Q� E¢��^'s�E"`��fr a HRM 6 � 7y e � i+ C - - 11 El 1 11 'P L L 0 ES A_ C, 'p p L"�"oort•9 h�f7�00H•s b • -------' ; v '' N � i! 2 9'-1'X 1 9'-4" 1 5,-7.,,X 19'-4" r. --_-_-____ ___ _ _ ________ pndvsanm Tw4gq 2-2 - - / 'IP 6' Gatti A-A aaGnq f a cf badream balow - I a ` r P wwlk-In alcaat � 9 - --------- , (IF{ Al .:__ _ O ® '3 d Q 4 wAl 4 I_ I I I 1 I IL/ - V•-'�'�"o I 1 I I I _0 w•Wnaw wdf 1i 1 I I oP>:N Ta 1... L O jl ° _- _____= e" -- - -- b L�J ------------------------------------------- . _I . „ , Q � � � o• , , sI I "------ ---------- ---'-- -----------------'-- -- ---' + V.£ - ------------ r o Il I_ -I 3m5�au Q :f 10 C I °m I I � DRAYVING TYPE, w 3 *ieoand Floor plan 4 0• s� SHEET NUMBER: ' 1 19 e,GJaI.PV-.Liviny space q'-m' Im'-O' q'-O' q'-O• m'-9 1/2^ q'-O' 9'-9• 9'-O^ r'-+" Im�_O• 'I A 20 Unfinished z#•oraye �.� �O li I, i I I ! ,,.. .�_s r ..x �n e,.v �. tom.., si.�s .ram., �..:,,�sxc.•:�sa*si n�.w,.a.�w �.a...� �.i.. P i I 1 anber i O a REFERENCES: ASSESSORS REF : it rt / Plan Book 80/125 Map 82, Parcel 7 / t . 100/69 1 , 'r Bottom of Slope at Lake High Water Mark l � �, 5 •seftia�k OVERLAY DISTRICT: o ':••. / butter's / Lake It Stairs GP - Groundwater Protection District '• As Shown on Plan Entitled 7. "Revised Groundwater Protection a orb Q 'Op SefDo Overlay Districts" - April, 1993 4_ o N � 65' l/l/ - - l Nambiin FLOOD ZONE: s .' b , Po><a o T Zone B & C (see plan) Oc / / / / -_= Community Panel No. LOCATION MAP: � Q � / l// //// / // / ///, �/� /,r- - - / #250001 0015 C .. . •`Q 0 / /, /// // //// // _,//� // /,�-_ 75= August 19, 1985 Scale: 1 = 2000 f ///, /,,, ,� , ///, // ,��� ,/ ,/� \I ZONE: o /D��� // �// / ///j �/ /// F o-g Area (min) 87,120 SF (RPOD) �/,,// Frontage (min) 150 �"j//o�/// / // / // /I 1 1 �/I ` \ \ \ \\ �a3y�� Setbacks: l. 1 I 1 11 I III I I \ \ \ \ \\ / / x.<Ot: Fron t 30 Side 15' Rear 15' / Storage / ) J l l 14i/ I J I I I I I I I I 1 1 1 1 \ I\. Approximate J l J Existing Dwelling / o / (by CIS) �o� /l/ l , ' 11�l it ,//,,,/ I l , , I 1 1 I \\� 00 Area: 46,480E SF 1.07fAC /Cone. Block Stucture/hll Well Pump i/,/ J i J J 1 1 t 1 ( ( I I - 1 to Lake High Water Mark (40 I / o Edge of Lake (1114103) (�,// /// / / // / / I I ?� Q .� P 00 E1.=44'1 From USGS Quad Map / / // - // / / \ O 1 I� W /// /gam Conc. i 101�b0 A'e� I �' `t lE4C •\\\ \ t • �� I �� I � 7 I /CB/dh In l //// / , //// I I I ►h I I I I \� \ c \ \ / //�/// / I I I I/ \Retn Wall \ \\ \ *Lamp\ __ \ � Abutter's 0 I �'►\. `� \ Post _ Well o d�o9�ti I I I /� I �p���, I I I I Q I I �J� / Of d/dh k�f �R / Benchmark: To dh fnd r6 IL � P of CB/ \oaf I / �r 1 ®1, ~G i9 EI. 70.69' NGVD '29 01 I o l L 40 \\ 1 I I I I \ I \O \\ I / � I •;t I 1 Old Well (filled) \ �(90- tk / CB/DH /p t ,,I / in bl o _ \ 0' Basin \ �.cyL e �\ 79- O O � � ` t 131 Gq� o 1 a asem om;� \ \ \\ y \ \ \ 11114v ` t utility \ \ \\\ \ Pole 1 r t \ o 0 \ \ 1 Approximate t \ T \ \ \ t / Existing ` \\ \ \ \ \ ,/ � '•.� � : 1,y, Dwellfriq t \� V, -179 \ IRM L N T ut _ 6• L. 1 L-Or AtztsA CB/dh Abutter fin\\ \ I d Well \ \ I11 I I I \ \ \ \ o. P�000, j \ arw \ x \ \ L\ 0 cP R%$10• arw C�> Approximate \ \ \ \\ CB/dh _ \ o Existing \ \ \ \ fnd /24'0 Opening Above For M.H. Garage \ arwOad i � V2'f�Galt'Pipe For Frame 6 Cover. (by GIS) \ / / / \ � 0 l �k Float Support o j t id !, Pump Power 6 Float Control To D-Box �eP\ 0 Cales Installed in Accordance= With Local Bldg.8 Elec.Codes. `_� -T j- arw d9e of Qa,e (C4 � a � r 4"0 From.Septic prec p ast Fum '° V Tank. h 4 P nw e T Sc 0 VC d 0 �Chamber � F Go 8-0 DESIGN DATA : �39RUle N Rje\o 3�4 •: Well Head Protection Zone Utility o A; W u y P P 9' Single Family-3 Bedroom..,:, �. ....,' orw Pole boy & •.:►•� �• - � •-••• Lot area= 1.15 AC k3 No Garbage Grinder Daily Flow: 1100 3 = 330 gpd_ Allowable Flow Per Acre= 3309pd PLAN Septic Tank: 330 gpd x 200%_660gpd Therefore 379.5 gpd allowed �\ Use a 1500 Gallon septic Tank. Three Bedroom Design Only LEACHING AREA \ 4"0 Sch.40 PVC Finished 330 gpd/0.74=446 s.f.Required From Septic Tank Grade Sitdewall;2(12 +36 )2= 192 s.f. \ Bottom Area:12' x 36'= 432 s.f. 624 s.f.TotalProvided. LEACHING CHAMBER DESIGN Conduit Thru Chamber 'a Galt'. AI'I Pipes to be Schedule 40 PVC.Use 4 PLAN VIEW i For Power&Float P p s Emergency Storage Cables. Chain oo To D-Box -500 Gallon Leaching Chambers in a „ , Volume 440 Gal o- Min.2 Cover , Inv.75.3 12'. x 36 Washed Stone Field as Shown. Scale I = 20 Alarm on 73.6NA I 2"0 Sch.40 PVC ' Pump on 73.1 Mercury Float y Threaded Pipe well Switchs-3 Req'd �.».ne�te�.•. ,.,,.,,.......r.=,,,,„ 1/8"OWeepHole NOTES Pump off 72.1 Check Valve Secure Pipeat Tep a Gate Valve I. Water Supply For This Lot is a Private Well. Bottom of Chamber < Bottom El. 71.4 �? I o' 2.Location of Utilities Shown on This Pion Are Approx. '.> 6 Washed At Least 72 Hours Prior to Any Excavation For This tone Min Project The Contractor Shall Make The Required p _._•__^„ __ Not:ficatlon to DIG SAFE-1-888-344-7233. SECTION �. Pum tobe I/2 HP b 3.The Contractor is Required to Secure Appropriate (1000GALLON SEPTIC TANK) p y Permits From Town Agencies For Construction PUMP CHAMBER DETAIL Myers or Approved Equal. Defined by This Plan. Not to Scale 4Install Risers as Required to Within 12"of Finished Grade: 5.All Structures Buried Four Feet(4) or More or Subject to Vehicular to be H-20 Loading. Grade 6..Septic System to be Installed in Accordance With F f ' n 310 CMR 15.00 Latest Revision And o The Town'' wyx YX Barnstable Board of Health Regulations. III I i- - a Filt•r -CtMael.d Fill m Fa 7. All Piping tobe Sch.40 PVC. ' Ile-Ile Pea Stone on Leaching Chamber I I/2"Owbl• W4she I N �.. � WasMd I I 4-lo I I O 1 H-1 LL. 74.5 Y6�y�-2. EL. -74. 0 12,-a" 0 C-OARSr- SANDV^r/ORGANICS C. ;:-COAR sd S f.ND \/✓/o1AG,►NIGS 1bYR Z/1 tol^ Z/1 ' CROSS SECTION OF CHAMBER 3 sI�TYcor.Rsa SANS Y SILTY CoAC2Se SAND A 1 O YR I. A I 1 OYR 'J/b NOT TO SCALE aw/ a �O vR y/LANO I E l Co Yti &ANC 78.5 Vent 24 COAas� SAND Zt3 coA2S¢ SAND F.G.79.0 F.G.82.5 G IOYR L/a t G^ toYP. If-/8 -120 Top El.79.5 120 PCRC��-ATION `res-r " CLA55 1 MA.T6R\A\. _ 7 .a . .. B t.EL 76.5 75.8 1500�allon I000Gal. 78.9 78.7 pcaTHl ` 3e'' \Nt3FMgg` Pump L-e aS TH AN 2tvt1N /I NCIJ �CyG Septic Tank Chamber Tee or T DINE oI/I V/o3 �* RICHR D s<^� ' d Baffle Bottom Test Hole El.69.5 No. Plo,a®s o EUX Ug E v G N G U LN - u�L A GI E R\ 1 ,..,.,.�a, ,; - ..:•..:•,.•,y-:. .•• No Groundwater EN 6 9 1 N LN N E N Bedding as 34312 Per Title 5 ° <'4 NO fsReuNpwAT`-�' _SS\O Q F i � J V DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM ,D URv� .� Not to Scale 1 ..�'' Notes Revision: Title: PREPARED BY. a "r'�EPARED FOR: / w {� Ca' eS 1 -1R®F$ 1.) The property line information shown wasSullivan Engineering, Inc. 1 0 Davenport Building Company compiled from available record information. � Cj PO Box 659 7 Pa�r;ker Raod PROPOSED SITE IMPROVEMENTS osterville, MA 02655 Osterville-- A 02655 ?0 North Main Street 249 WHEELER ROAD 2.) The topographic information was obtained (508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-3995 x South Yarmouth MA. 02664 from on on the ground survey performed on -� MARSTONS MILLS , MASS. PSuIIPEc�ool.cam copesurvOcopecod.n a t 14/JAN/03. O Draft: M.T o• Field: MDH WHK 3.) The datum used is NGVD '29, a fixed mean / 2C 0 10 20 4�0 80 .1 sea level datum. Date: Scale Camp/Review: P s• Comp/Draft: MDH _ January 22, 2003 AS Shown Proj. 20059 Drawin # C562_1G1.dwg ; an r / s REFERENCES: ASSESSORS RE • O as a • -;=-' F. . 4 it �� Plan Book 80/125 Map 82, Parcel 7 ° oa / or to100169 -- _ Bottom of Slope of Lake High-Water Mork o to soefbock OVERLAY DISTRICTo © ' / butter's stairs GP - Groundwater Protection District Lake As Shown on Plan Entitled �.' • o . �, "Revised Groundwater Protection 4 •r 100,Setback Overlay Districts" April, 1993 65, -- - Hamblin FLOOD ZONE: po ' r 70= / Zone B & C (see plan) 0 Community Panel No. - - / #250001 0015 c LOCATION MAP: / //�- �5-- August 19, 1985 Scale: 1" = 2000'± 77 o oy /e Q, b) / �- a, ///j //// / / / //j /,/, / /// \I / / / /�,�/// //// // // /i// �,///'//i l� I \ / ZONE: Area (min.) 87,120 SF (RPOD) Frontage (min) 150 / 1 I I/ l`' 11 1 1 LI 1 I \/\ \ \ �a 5 Setbacks:(I I I I 11 11 1 11 I 11 1 I h I I I I I \ \ \ c0L Fron t 30 Side 15 Rear 15' / I Storage I 1 1\ \Bid. wo / / / h/ / \ ' \ 1 1 I Approximate Dwelling ( y )GIS ---•-_••__•...,��^J �°cG ///� // � /' /moo'/ '////// I / I I" 1` I \ I ( I \ �� I Area. /Conc. Block Stucture/h J J J ( / \ \ \ I I I \ � � 46,480±SF 1.07±Ac Well Pump j/,/ �// I 1 \ \ I I I I to Lake High Water Mark i Icc Edge of Loke 40J E.=44.+ From( om(SGS Quad Mop // /g�J Conc. et l -S / fndrh I �I I � \ ca I \ \ U Y/ �� � A Stone \ \ \ \ t rrc \ � \ ' \Rot. Wall *Poste\ --\ \ Abutters I \ \o CB/dh �•� E fnd \ �d /t;�gy��1,•°R I I /f I I I 1� 1 of \ / Benchmark: s� ati Go I I I I I k.� �� Top of CB/dh fnd \ raa� C I / I I %, I I A. �cr^!� 9� / EL=70.69' NGVD '29 \f� l o I f,pc 7 F04 \ \'P I I I I F 01 A0 Old Well 0 ' �> .7� \1\ \ (filled) \\\ 80 1 N'1'CB/DH / fndkA C 0.. Basin \ r��cy\'F ��\ _ \\\ -79- O / \ \� \ F •f`�o��� \ \ \\\\ \ �\\\ 82 � � � DRIv�2t4v \\ \\ ,fl stir \ 1 0,\ \ \\\ \ / 1 utility / Approximate \ \\ \ \\\ \ Pole Lfi \I \ 1\0 Existing \ \ \ \ \ 1 \ \ T / Dwelling (by GIS) \ V A A \ v � 1 fvl t.E TS 1 \ 1 qo, � \\ \ � \ �� E• � R>=at1I12Mt=n1-T \ IV \ \ \ \ \ \ / LAT ArZL_A q� 10 00 I C8/dh Abutter f \ \\\\ll \ \ \ \ \\ 1 / \ \\\ I\\ II 1 I {n d We O 0, I \ ohw \ o \ \ \ \ \ z 0� 0 00 f \ \ \ \ \ s �g10 onw cp Approximate \ \ \ \ d / \ Existing \ \ \ I \ fnd / o 24'0 Opening Above For M.H.1/2' Garage °nw o a, Float GolSupport For Frame 8 Cover. (by GIS) \ Float Su :.-.. ,•,.>_.,• ,..: .., oe �� X. \ - °nw Prw4te Pump Power 8 Float Control To D-Box e Cables Installed in Accordance f \ \� With Local Bldg.8 Elec.Codes. \� �°nw of � •_>. ` / � Edge V r a � 4"0 From.Septic e Tank.Sch.40 PVC Precast Pump Chamber a 8-0 I 4 DESIGN DA °hw N/F o Gode -•:, r. ...•,' Single Family- Bedroom utility & ?0tt` p9.3 45 No Garbage rinder orw Pole \ J0 \121 Daily Flow: I10 x 4 = 440 gpd / PLAN Septic Tank: 440gpd x 200%=880gpd Use a 1500 Gallon Septic Tank. \ LEACHING AREA 4"0 Sch.40 PVC Finished From Septic Tank Grade 440 gpd/0.74=595 s.f.Required R Sidewall:2(12 +36')2= 192 s.f. Bottom Area:12' x 36'= 432 s.f. F a•, 624 s.f.Total Provided. \ LEACHING CHAMBER DESIGN \ Conduit Thru Chamber Galy P All Pipes to be Schedule 40 PVC. Use 4 PLAN VIEW \ Emergency Storage _ For Power 8 Float Chain To D-Box Cables. o -500 Callon Leaching Chambers in a Volume 440 Gal ,? Min.2 Cover �� Alarm on 73.6 Inv 75.3 a 12 x 3G Washed Stone Field as Shown. scale: I = 20 f. 2"0 Sch.40 PVC Pump on 73.1 Mercury Float ' Threaded Pipe Abutter's Swi,chs-3Req'd I/8"OWeepHole - wen Pump off 72.1 Check Valve NOTES Secure PipeatTopB Gate Valve I. Water Supply For This Lot is a Private Well. Bottom of Chamber �• Bottom El. 71.4 ( 2.Location of Utilities Shown on This Plan Are Approx. 6"Washed At Least 72 Hours Prior to Any Excavation For This ^ Stone Min. Project The Contractor Shall Make The Required _ . A �°..�,,.._.... ._..-.__-�. _-_,,..;.. _.�._..NQtifirnfinn._.tn lll(:CACF_:.I.,FQB�..2.A i1 n.Y`�.2• �_ _._-. -.. _ - _. __'__ _... .. _SECTION _ .. Pumptobe I/2 HP by 3.The Contractor is Required to Secure Appropriate (1000 GALLON SEPTIC TANK) Permits From Town Agencies For Construction PUMP CHAMBER DETAIL Myers or Approved Equal. Defined by This Plan. Not to Scale 4.Install Risers as Required to Within 12"of Finished Grade. 5.All Structures Buried Four Feet(4)or More or a 4 Fleish Subject to Vehicular to be H-20 Loading. Grade - 6.Septic System to be Installed in Accordance With 2 310 CMR 15.00 Latest Revision And The Town of 'm mirt Falist bric �--Compacted FillBarnstable Board of Health Regulations. _ 7. All Piping tobe Sch.40 PVC: I N R 9 Pea St no Lwchlnq < Chamber _ 3/4"-II/2"Double - - - a r. Washed - a'- 1-I-t L L., -7 4.S T 14-2 E L.. '?9 . 0 I2'-0" D COARSQSANO\A11CRGANtcs � COARSIa SAORGANICS ' � IC�YR Z/I � IOYR• Z/1 - CROSS SECTION OF CHAMBER 3 S11_TYGOA\2SE sAND Y 5\t-TY cpARsm SAND -NOT TO SCALE 10 YR 3/l. I'' 1 OYR 3/!0 $ Ct,ARsc SANO $ COP.rL;yL $ANl7 1 co YR t-t/L 1 O YR..y/& 78.5 Vent 2R COARSE SAND ZS CO QCZgE sAIYD F.G.79.0 F.G.82.5 C_ 1oYR IOYR Top El. j20PERC.oIATIDN TtsT - 76. CIJa55 ► MATE R\AL. t"�la� � � LCh,,PberJ' 0Ga If Bat.El. 76.5 p�.�T►-1 : me"75.8 ISOOGallon 78.9 78.7 �ySeptic Tank 1-e!.55 AN zMIN.�INC11 r"E P,Tee or 7 PATE'•Baffle Bottom Test Hole El.69.5 No. P 1 0,ae5- S ¢,eLIIV '' No Groundwater ENG. SL1L.L.IVAN MN61NL'ER\NG INc- G 0•297'� Bedding a5 W1TN1=S5 = D. STp.NTON,T.0.13.E CIVIL Per Title 5 DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEMK,;< Not to Scale �a.. Title: PREPARED BY. • PREPARED FOR: Notes/Revision: Sullivan Engineering, Inc. CapeSuiv _ 1.) The property line information shown was PROPOSED SITE IMPROVEMENTS PO Box 659 7 Parker Rood �� Davenport Building Company compiled from available record information. 249 WHEELER ROAD Osterville, MA 02655 Osterville MA 02655 20 North Main Street (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax 2.) The topographic information was obtained MARSTONS MILLS , MASS. PSullPE®aol.com copesurv®copecod.net South Yarmouth MA 02664 from an on the ground survey performed on 14/JAN/03. o Draft: M,s o, Field: MDH WHK 3.) The datum used is NGVD '29, a fixed mean / 20 0 10 20 40 80 sea level datum. Date: Jan u ar 22 2003 Scale A S Shown O Wn Comp/Review: f'•5. Comp/Draft: MDH y Pro j. # 20059 Drawing # C562_1 Gi.d wg