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Home My WebLink About0011 KENNEDY CIRCLE - Health A = 267 182 u h .2 /06� Cevr �t''�� O BARNSTABLE LOCATION Z" SEWAGE # 2 00 �'3 ti= 1 VU LAGE 14_ 4- ASSESSOR'S MAP & LOT .26 7-I 2 INSTALLER'S NAME&PHONE NO. r'eGr"J SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 330f A (size) rI X 33� NO. OF BEDROOMS BUILDER OR OWNER �9I,im PERMITDATE:_ U 1- 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 2 Q s r-J t7,J b,) �' 0 04 (ni FEE— r COMMONWEALTH OF MASSAC14USETTS Board of Health, ' Am. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) RepairK Upgrade( ) Abandon( ) AComplete System ❑Individual Components Location I Pvu► Q Owner's Name ` A n Map/Parcel# d(9� 8a Address 2 \A Lot# tt � Telephone# Installer's Name Designer's Name Address Address 34, 1 � O Telephone# D$ - 8 8 - 0 446 Telephone# 5 08_$t,e- 9 Type of Building Lot Size 101 SO-+ 4/ sq.ft. Dwelling-No.of Bedrooms Garbage grinder Other-Type of Building Nb'n,, - ` No.of persons _Showers ( Cafeteria (v� Other Fixtures ( Design Flow (min.re uired) gpd culated design flow Design flow provided gpd Plan: Date O o 'a Number of sheets Revision Date Title 11� J S "JGJ Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator LEA Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersi ed a es to ins a above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further a s to n to ac a system in o ration until a Certificate of Compliance has been issued by the Board of Health. Signed Date �� o•E2'Z.l��— 3�- "�'—.. �� `'n.k �.y'� _z FEE.---% Board of Health, MA. APPLICATION FOR ➢ ISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) RepairK Upgrade( )'Abandon( Complete System ❑Individual Components Location f�P✓ 4 Owner's Name ( E 7 a 4 G. P t Map/Parcel# M C 1-� t a Address Z 1 C\ TO'r, S Lot# r t Telephone# Installer's Name C� Designer's Name a 2 L2 c g >� V C Address Address 34, Telephone# �8 . 8 - o y� Telephone# Type of Building S^^\C�Pd`tit \C.� Lot Size 10, 50� 4 sq.ft. Dwelling-No.of Bedrooms Garbage grinder (4/19 Other-Type of Building Nan 9 No.of persons Q Showers (V1'*,`Cafeteria (✓f 1 '' Other Fixtures - 4 t-{A �.1 CVR J1 Lf��J C� .wy;. F``+: Design Flow (min requir'ed) � gpd C culated design flow 3 3O Design flow provided S gpd Plan: Date Y�"1 1 oZ Number of sheets Revision Date '1 _ I �t Title Q e\ `7 � 1 c, L(n ��3 Description of Soil(s) C I Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation-' DESCRIPTION OF REPAIRS OR ALTERATIONS "'(CI��CAf <9C*Q- The undersi ed Laes ins a above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further s toac a system in o.eration until a Certificate of Compliance has been issued by the Board of Health. Signed Date b No. �� FEE COMMONWEALTH Of MASSAC14US ETTS Board of Health, Q.t,3 MA. CERTIFICATE OF COMPLIANCE Description of Work: O Individual Component(s) Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired/),Upgraded ( ),Abandoned ( ) by: at \a; iaCC has been installed in accordant with the pr visio of 310 CMR 15.00 (Title 5) and the design plans/as-built plans relating to application No dated Approved Design Flow (gpd) Installer / Designer: Inspector: �. Date: !/ The issuance of this permit shall not be construed as a guarantee that the system will function as designed. a i � ' No. ' FEE COMMONWEALTH OF MASSAC14USETTS -i Board of Health,` �� Q MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct`( ,) Repairer() Upgrade( ) Abandon( ) an individual sewage disposal system at 51—k i(C �t�CQ , 1 t\n(1 1n as described in the application for Disposal System Construction Permit No`..— x-- dated � Provided: Construction shall be completed within three years of the date of thi ^permit. All local conditions must be e . f Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date 1 Board of Health r � C 1 I TOWN BARNSTABLE LOCATION l >^ FC. VILLAGE $ - �. SEWAGE # O0 Z "� i~� ASSESSOR'S MAP INSTALLER'S � & L OT � N �NAME&PHONE NO: tM� JlQ /eA SEPTIC TANK CAPACITY LEACHING FACILIT'y; (type) r (size) NO. OF BEDROOMS X 3� j BUILDER OR OWNER PERMTTDATE: 12�p j COMPLIANCE DATE�. / ! U 2 Separation Distance Between the; IMaximum Adjusted Groundwater Table to the Bottom of LeachingF Private Water Supply Well and LeachingFacility Facility Feet on site or within 200 feet of leaching facility) (�any wells east IEdge of Wedand and Leaching Facility (If an Feet within 300 feet of leachingfacility) y Wetlands exist I Furnished by Feet 3 - v U. c" � gy�-o� _ t~OC LON _ _ _ _SEW6,61E _PERMIT_ UO. 1-W574 LL.ER'5-1 WAF-__ADDRESS. --DATE -P_ERtA1T-1.5SUED ' _ _D ATE- COMP_LIAMCE. I SSUEC�-; 1-7r- - __- ti ` I 0 c ` a FORM 11 - SOIL EVALUATOR FORN Page 1 of No.: Date: 1/14/02 COMMONWEALTH OF MASSACHUSETTS Barnstable _, Massachusetts Performed By: Carmen E. Shay Date: 1/14/02 Witnessed By: Waiver— Per Barnstable BOH Location Address or #18 Byron Place, Owners Name: Paul & Rita Anglin Hyannis,MA Address: 29 Old Town Road,Hyannis Lot# Map 267 Lot 182 MA 02637 New Construction : Repair : X Telephone Number: 508-889-0446 OFFICE REVIEW: Published Soil Survey Available: No ❑ Yes ❑ Year Published: Publication Scale: Soil Map Unit: Drainage Class: Soil Limitations: Surficial Geologic Report Available: No❑ Yes❑ Year Published: Publication Scale: Geologic Material: (Map Unit): Landform: Glacial Outwash Flood Insurance Rate Map: Above 500 Year Flood Boundary: No ❑ Yes X❑ Within 500 Year Flood Boundary: No a Yes ❑ Within 100 Year Flood Boundary: No 1 7X Yes ❑ Wetland Area: None Observed National Wetland Inventory Map (map Unit): Wetlands Consercancy Program Map (map unit): Current Water Resource Conditions (USGS): Month Range: Above Normal ❑ Normal F 7x Below Normal El Other References Reviewed: USGS Topographic Map DEP APPROVED FORM 12/7/95 FORM 11 — SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No.: #18 Byron Place, Hyannis, MA On -Site Review Deep Hole Number: #1 Date: 1/14/02 Time: 9:00 PM Weather: Sunny,Warm, 35OF Location (identify on site plan): Refer to Sketch Landform: Outwash Plane Position on Landscape (sketch on back): Refer to Sketch Distances From: Open Water Body N/A feet Drainage Way N/A feet Possible Wet Area N/A feet Property Line 25' feet Drinking Water Well N/A feet Other N/A feet DEEP OBSERVATION HOLE LOG Depth From Soil Soil Soil Soil Other Surface Horizon Texture Color Mottling Structure, Stones, (inches) (USDA) (Munsel) Boulders, Consistency, % Gravel 0" — 5" A Sandy 10 YR 3/2 None Friable Loam 5" — 35" Bw Sandy 10 YR 5/6 None Friable Loam <5% Gravel 35" — 168" C1 Sand 2.5 Y 7/4 None Med-Coarse Sand, 5% gravel/cobbles, Loose r Parent Material (Geologic): Glacial Outwash Depth to Bedrock: N/A Depth to Groundwater: Standing Water in the Hole: None Weeping From Face: N/A Estimated Seasonal High Water Table 168"Assumed DEP APPROVED FORM 12/7/95 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No.: #18 Byron Place, Hyannis, MA Determination of Seasonal High Water Table Method Used: ❑ Depth observed standing in Observation Hole: inches ❑ Depth weeping from side of Observation Hole: 168" inches (assumed) ❑ Depth to Soil Mottles: inches ❑ Groundwater Adjustment: None feet Index Well Number: Reading Date: Index Well Level: Adjustment Factor: Adjusted Groundwater Level: N/A DEPTH OF NATURALLY OCCURING 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 CERTIFICATION: I Certify That on September 17, 2000, (date), I have passed the soil evaluators examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Date: Signature: c as FORM 12 - PERCOLATION TEST Location Address or Lot No.: #18 Byron Place COMMONWEALTH OF MASSACHUSETTS Hyannis , Massachusetts Percolation Test Date: 1/14/02 Time: 9:45 AM Observation Hole #: #1 #1 Depth of Perc 36" Start Pre-soak 9:45 End Pre-soak 9:51 Time at 12" Will Not Hold 24 Gallon Presoak Same Time at 9 Time at 6" Time (9-6") Rate Min./inch < 2MP1 Assumed @ 36 " Same * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Performed By: Carmen E. Shay Witnessed By: Waiver per BOH Comments: Would Not Hold 24 Gallon Presoak - <2 MPI Assumed A- 36" Site Passed X Site Failed DEP APPROVED FORM 12/7/95 SKETCH OF PERC TEST & DEEP HOLE LOCATION Property Address: #18 Byron Place Hyannis,MA Owner: Paul Anglin Date of Pere Test: 1/14/02 Test Existing House Hole Foundation 15' #1 40' 2 Bedrooms 15' BYRON PLACE Sep- 20-01 13 : 52 BARNSTABLE HEALTH DEPT 5087906304 P . 02 R 51uiol ! NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. - - - -_ PERCOLATION? TEST AND SOIL EVALUATION EXENIPTION FORM 1, 0CV4 hereby certify that the engineered pian signed by me dated l '1, b conce1ing the property located at meets all of the fcl`.owing cncena. • This failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • -rhe soil is ciass!Eed as.CLASS I and the percolation rate is less than or equal co 5 rrunutes per rich. The applicant may use his(oncal data to conclude chls fact or may conduct �rt!irnir.ar,% tests ac the sire without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than fourteen IA-) feet above the maximum adjusted groundwater table elevation. Adjusc the )undwater cable using the Fcimptor method when applicable) Please complete the following: a.' "Grip of Ground Surface E!evacion (using GIS information) _ Q _00 B; t3.\�y'. Elevac;or, (3 4 + adjustment for high G.W. 5.,(k = l S ' L� C� FFTREi\CF BETWEEN <� and B Q 4 c-'QED -- DATE: 13asec upon the above information, a repair perra;t wil! be issued for 'bedrooms acdici:anal bedrooms are authorized to the Future without engtneered �eptic sys(ern plans. �- — __---- Q. hc_Ilh!blab: pc.uccamp Permit Number: Date: Completed by: HIGH GROUNDWATER LEVEL COMPUTATION I Site Location: �_�_ ��C�n�\�� Lot No. Owner: t J n Address: aQ Contractor 5�-4A�t VIPA►1!'�iJ'CgLpddress: 3y (kx�kclr�9C`5 , �`c+\`MO"T"11 ' Notes: I STEP 1 Measure depth to water table to nearest 1/10 h. ............................. ......... Date 10.O month/C y/Year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OA Appropriate index well.................................................... tyttJ Z9 OWater-level range zone..................................................... I STEP 3 Using monthly report "Current i i Water Resources Conditions" deter ine urrent waterrt level cfor index well t ell .......................... month/yew i i I STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A),current depth to water level for index well (STEP 3), and water-level zone (STEP 28) determine water-level adjustment .................................................. S'(.o I STEP 5 Estimate depth to high water by subtracting the water• j level adjustment (STEP 4) ifrom measured depth to water l S levelat site (STEP 1) ............................................................................................................. i j i � I I i j I f Cape Cod Commission: USGS Well Data - December 2001 Page 1 of United States Geological Survey Observation Wells As a service to Cape officials, engineers and other interested parties, the Cape Cod Commission publishes monthly groundwater data gathered by its Water Resources Office. The water level measurements shown below are taken monthly from United States Geological Survey (USGS) observation wells and compiled during the last week of each month. They are published as soon as possible thereafter. Listed below are nine out of the 61 wells measured across Cape Cod by the Commission's Water Resources Office. These nine are employed as index wells to be used with Technical Bulletin 92-001 to predict high groundwater levels. For your convenience, we've also provided links to USGS national and state data. See the last column in the table and the footnotes below. For further information, please contact Hydrologist Gabrielle Belfit at the Commission offices (508-362-3828). December 2001 Water Record Record Departure from U S(::S Site Ntitnhcr` v Location Well No. Level* High* Low* Average** (links to (..SGS n itioii it Monthly Overall w"lter-level database) Barnstable 230 26.3*** 20.5 26.6 -2.1 -2.6 413956070164301 Barnstable 24w 27.0 20.5 28.6 -1.8 -2.5 414154070165001 Brewster BMW 21 12.8 6.9 13.3 -2.3 -2.7 414518070020301 Chatham CGW138 25.7 20.9 26.6 -1.3 -1.7 414100070011101 Mashpee MIW 29 9.9*** 5.6 10.0 -1.0 -1.4 413525070291904 Sandwich SD 2 47.8 45.9 48.2 -0.3 -0.5 414418070241601 Sandwich SDW 53.1 45.8 55.1 -2.6 -3.1 414124070265901 Truro TSW 89 12.8*** 10.2 13.0 -0.6 -0.7 420206070045901 Wellfleet 1WNW 17 12.3 7.3 12.87-1.3 -1.9 415353069585401 * Measurements are in feet below land surface. ** Measurements are in feet above mean sea level. *** New monthly low. USGS national water-level database provides historic data, hydrographs, and site maps. The USGS compiles the above data and other water levels into a monthly, online Water Resources Current Conditions Report that covers all of Massachusetts. http://www.capecodcommission.org/wells.htm 1/28/200 No........................ Fug. ... THE COMMONWEALTH OF MASSACHUSETTS B OAR D�OF' HEALTH _.:r.6q,®'O._......._OF....V.�.,.`.........................- -----......I................-... Application -fur Miipoiitti Workii C ongtrurtion Vrruift Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: old --------------------------------------------------------------B--�----------------------------•---•. --•-•----•-•------••••••--•----------•---••-•------•••--•-•------•---------••--••-----------•---. Locatiofrjrjj-Add�r�L�.� qq j c _ or Lot Noe 6/p Owner Address -------------------------- �1 •. -----.-------------------- ------... Installer Address dType of Building Size Lot___________________________Sq. feet Dwelling—No. of Bedrooms............... -----.--..______-_-.__-_____Expansion Attic ( ) Garbage Grinder ( Other—.Type of Building __________________________- No. of persons-.--______________._-_--__ Showers ( ) — Cafeteria ( ) a' Other fixtures ............................................ W Design Flow--------------------------------------------gallons per person per day. Total daily flow----------------------------------- ...--.--gallons. WSeptic Tank—Liquid capacity------------gallons ' Length................ Width---------------- Diameter................ Depth............... x Disposal Trench—No_ ____________________ Width-------------------- Total Length-------------------- Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter.........._......... Depth below inlet-------------------- Total leaching area------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by_------------- ......................................................... Date----------------------------------- ,a Test Pit No. 1................minutes per inch Depth of "Pest Pit-------------------- Depth to ground water-._-_.__.__.___.__------ f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ -----------------------------------------------------------------------------------------------------•-------------•----•------------------------------------- 0 Description of Soil----------- ------------------------------------------------------------------------------------------------------------------------- ----------------------------- x U --------------------------------------------------------------------------------------------------------------------------------•----------------------------------------------------------------------- W - ------------------------------------ ......................................................---------------------- ----------------- -•---------- U Nature of Rep41� airs or Alteratio s—Answer hen applicable...___ _ _ _l�_�at___-_ '' ---------------------------------------------------------------- Agreement: t,The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with ` the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been is ued by the board of health. Signe e /1Y/�)-- Date Application Approved By.............................. } Date Application Disapproved for the following reasons------------=-----------•---•-•-•------------- --------------------'-----•------------------------------------- -•----------------•---------•----------------•--.._...--•-•-----•--•-------•--------...._.....---------......---- .._._..---------.----- S:Z 4/ Date Permit No..................... V[/ ------------------------------------ Issued-----------------------------------n--•---••---•-- Date No. "� FEs.............................. THE COMMONWEALTH OF MASSACHUSETTS �- BOARD OF HEALTH Appliration -fear Miipoiitt1 Vorkii Tonstrurtton Vrrnift Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: c.t ! J° ..v i/% Location-Add r or Lot No. ^, f c.� ........_;._... .-._�_.._.....-.��.-•! = �� ----=-. w- ......-- - -!..,- r Owner s (�") Address Installer Address UType of Building '? Size Lot............................Sq. feet ., Dwelling—No. of Bedrooms-----------------'-------------------------Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Q' Other fixtures ------------------------------- -- -- --- - W Design Flow............................................gallons per person per day. Total daily flow-----------------------------------.........gallons. Septic Tank—Liquid capacity------------gallons Length---------------- Width--------.------. Diameter------..._.----- Depth____.____.._.. xDisposal Trench—No- ____________________ Width-------------------- Total Length--..._-._--__..__-.- Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area------------------sq. ft. z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed bY------------- ----------------------------------------------------------- Date......... .----------------------------- a Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water..-.-----.--.--_-_.____. fi Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water--------._._.----------- --------------------------------------------------------------------------------------------------------•----•-------.-------.------•------------------------ 0 Description of Soil------------ ---------------------------------------------------------------------------------------------------------------------------------------------------- t r- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U � ------•---------------------------------------•-----------------------••-----••--•----••-•------------------------------------•--•--•--•--------------------:-------------•-------••--••---;- V Nature of Repairs or Alterations—Answer when applicable_.__.ly _-_: � / .... ....- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System"in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signe I— Date Application Approved BY -------------------- KY....................................... .............................. --------- Date Application Disapproved for the following reasons:............................ ................................:.................................................. --••-•--•-••-_._......--•-•••----•.......................................................................I-------•-•-•----•-...--••-•-•---•------••-••---'•••-•--•-------•••--•--...............---••--•- Date PermitNo........................................................ Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..... -.. Q'Irrtifiratr of Tomphaurr THIS IS TO CERTIFY, That the Individual,Sewage Disposal System constructed ( ) or Repaired (I) by "`r� == = �...� :. --------- -------------------••-•--••----•--------------------------------------•--'----'-------------• . I taller •-- -•-/- 1 '� t,, / ` 0 .. / ;Y `.. [..1-------�'' • %-t-,----�•"`!••--•----•-------- has been installed in accordance with the provisions of Article XI of The State Sanitary C cle as�crilied in the qr , application for Disposal Works Construction Permit No------- ___..../I................ dated...._ >,__-_�_! ___�1___________...._.•_. THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONST UED AS A GUARANTEE THAT THE SYSTEM WI FUNCTION SATISFACTORY. �DATE--------- . ......... �- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH (:7�)_ - L `t / ../.a.. Irf' .....OF...L .r`�.. ...�.................................................... 7— f No......................... FEE........................ Bi_spooal Norkii Tomitrurtion Vrrmit Permission is hereby granted.......... .! ----- ' ` ' ............................................................ to Construct-(--)) or Repair ) an Individual Sewage-.Dispnsal Syste at No........ "� ._r-..�!- f p ... _t d v,.,-}" ' ,�1 �✓' ,/�,'�� Street as shown on the application for Disposal Works Construction PerN r�. ._._r r`D ted__ '_- _-__7. .......... ---------------------- j `= ...f_--:` ,_ Heal DATE--- Board of FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS 11 2000' SECTION A -A ALL 0JW PM FROM THE 10 min. from PROFILE VIEW OF LEACHING SYSTEM house to septic tank PNO'E: ALL PIPES ARE TO BE 4" SCHEDULE 40 P V.�' off"WYM 91 IHIL BE Existing Foundation tank oovors must Do 3' of 1/8* - 1/2* Washed Pewtone-- XT LEVEL FC I R Al LEWT 2 rT. OONCRM ODAR 9 n. of finishod grade 7 r OUTLET 3eptk 7- 99.DO Va 75 ow SA5 9&75 -3/4- to 1 1/2 Washed Crushed Stan 3 - %A KNOCKOU79 P A 9- 14\ :3 0 M V Mummum Cam Bev. -2&75 0 Top of SAS S.. @DX V) K nnedy C r. W IST PEEL 1.500 GAL. - Eff*Ww Depth 1.7e 'PO -2, 4" SCH FfW11.1N FT1k*MTMh SEPTIC TANK K3 VILL B L 40 To 1 50(' CAL SEPTIC I C TANI I H-- 0 CN PLAN SECTION CROSS-SECTION f Lr) - I 0ONCIRM RJU_ F04JNDA-KW- I_!� CRAIGVILLE BEACH ROAD 4D 4 Urifts I 3/ 6 In.of 3/4" 1/2' Y ST13NE UNDER CHAMBERS 3 HOLE H-10 DISTRIBUTION Sy TEM elms compacted store 6 25' - 25 NOT TO SCALE 2- BOX 101 3,50' 3.50'- Nm to Scale C_ 2 25' LOCUS MAP 1-2 - ----------9'-• Effective Length 8 r.of 3/'4*-1 i/i. f:ilfvcliyv Vktth compacted stan* as A"t9p_9,t__11&t SOIL ABSORPTION SYSTEM (SAS) GENERAL NOTES CULTEC MODEL 125 <H-20 LOADING)/ SHOREY PRECASTE I- Contractor is responsible for Digsafe notification (OR EQUNALENT) and protection of all underground utilities and pipes. Not to Scale 2. The septic ,tank and distri Lilian box shall be set level on 6 of 3/4 -1 1�2 stone. -------------- NOIL: OVERA" HFJGHT OF LTRAJ2 IS le- /EFFECTIVE HEIGHT IS 12-- 3. Backfill should be clean sand or gravel with no NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE stones over 3* in size. 4. This system is subject to inspection during installation 24' ,;,AM. AaXSS MA*KLES FROM THE EXISTING CESSPOOLS TO BE DISPOSED by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance OF AS PER BOARD OF HEALTH SPECIFICATIONS, with Title V of the Massachusetts state code, the approved plan and Local Regulations. j 6. If, during installation the contractor encounters any EXISTING CESSPOOLS TO BE PUMPED DRY & soil conditions or site conditions that are different iNU7 --e-- from those shown on the soil log or in our design CESS COVERS FOR THE SUITIC YANK, FILLED IN PLACE. installation must halt & immediate notification be r' Dl: AC , I DISTRIBUTION BOX AND LEACHING. COMPONENT I made to Carmen E. Shay - Environmental Services, Inc. SHALL BE RAISED TO WITHIN e" OF- 7. No vehicle or heavy machinery shall drive over the FINISHED GRADE. septic system unless noted as H-20 septic components. STEEL REINFORCED PRECAST CONCRETE INSTALL TUF--TINE GAS BAFTLES OR EQUALS PLAN _VIEW 'A ALL OUTLF`T TEE ENDS 8. Install Tuf--Tite gas baffles or equals on all outlet tee ends. 3-24' FADAMABLE COARS 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. 10. All solid piping, tees & fittings shall be 4" diameter Schedule 40 NSF PVC pipes with water tight joints. 11. Municipal Water is Connected to The Residence and Abutting F min ciearonc* InLET ir r4n7. _j:r min. Not to outw ia level Ou TU-1 Properties Within 100 Feet. uqu 5. 7' S 88d 35' 30" E -E 4'--0' Mir. ti THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN GENERATED BY TEST HOLE #1, 38.754 7 ELEV.= 9 McGLONE ENGINEERING OF WEST BARNSTABLE. MA CB D.H ENTITLED " PLAN OF LAND IN HYANNISPORT, BARNSTABLE, MA FND DATED: AUGUST 1, 1974, PLAN BOOK 286, PAGE 88 CROSS SECTION 'END--S1E7CTI0N AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 98.84 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 98-80 • Lu 111801 TYPICAL. 1500 GALLON SEPTIC TANK X r - V- X THE S.EPTIC SYSTEM INSTALLATION. 0 SO NOT TO SCALE < to 3 1 (H- 10 LOADING) LEGEND DENOTES PERCOLA ION TEST E 1sp 104X71 SPOT GRADEPROPOSED Date of Percolation Test: JANUARY 14, 2002 0 DENOTES EXISTING Test Performed By. CARMEN E. SHAY, RS,, C.S.E. LL_ X 104.46 SPOT GRADE Results Witnessed By. WAIVER 0 Excavator: Shay Environmental Services, Inc Percolation Rote: Less Than 2 min./inch 98.80 PL PROPERTY LINE 4 . CID X PROJECT BENCH MARK PROPOSED CONTOUR TOP OF FOUNDATION Test HoveELEV. 100 (assumed) 97- EXISTING CONTOUR No. 1 98.00 DEPTH SOILS ELEV X GRAVEL DRIVEWAY DEEP TEST HOLE & PERCOLATION TEST LOCATION Sand 10 YR 3/2 199.52 0.-5. 99 "'TST"C X 6 FOOT STOCKADE FENCE Jt BZAROOM 98.74 Sandy Failed HOUSA Loom 5. m. 10 YR 5/0 II Cesspool 99.02 Be 15M gal Mod Septic Tank X Sand 6 0 P LOJ P LAN 35'-168* C, /3 1 4111 OF"' PROPOSED SEPTIC SYSTEM UPGRADE Perc #1 Failed- 11 98.74 PREPARED FOR Depth to Perc: 38" to 56" Cesspool X Perc Rate=<2 go - 78.952-1 min /Inch (Assumed) ------- PAUL RITA ANGLIN Groundwater Not Observed N 88d 35' 30" W No Observed ESHWT CB D.H. I AT I ADJUSTED H2O E'er. = None FND cc # 18 BYRON PLACE Cb ......_------ HYANNIS , MA _V,\OF PREPARED BY: Number of Bedroorrit 2 Equivalent to 220 Gal./Day (330 Goi./Day Min per Title Y) Oq_ Garbage Grinder: No c CA Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Pei Title V) CA RMEN E. SHAY Septic Tank 2 x 220 Gal./Day - 440 USE 1,500 GAL. Septic Tank. 0 SH SOIL ABSORPTION AREA: Using percolation rate of <2 min./Inch 0 ENVIRONMBNTAL SERVICES, INC. 0. Bottom Area: 0,74 gal/sq. ft. x 288 sq. ft. 213.12 gallons 34 THATCHERS LANE Sldewolf Area: C.74 g,:'I,/Sq, ft. x 164 sq. ft. 121.36 gallons 0 20 40 50 FGS-T Providing: 334.48 gallons EAST FALMOUTH, MA 02536 A/ViTAR\�" r. Use: (6, HIGH CAPACITY CULTEC 125 CHAMBERS, HAVING A V EFFECTIVE DEPTH, TEL/FAX : 508-548-0796 (2.5' W x 6.25' L) TO BE USED WITH 3-25' OF WASHED STONE ON THE SIDES, SCALE: 1 "=20' - SCALE: 1 "=20' DRAWN BY: CES DATE: JAN. 22, 2002 3,50' OF WASHED STONE ON THE ENDS, AND 1 FOOT OF STONE BENEATH ENTIRE SAS. PROJECT#SD287 FILENAME: SD287PP.DWG SHEET 1 OF 1