20200821 Ver 1_More Info Received_20200515

Strickland, Bev
From: Harbour, Jeff W <[e-mail]>
Sent: Friday, May 15, 2020 10:56 AM
To: Phillips, George L CIV USARMY CESAW (USA)
Cc: William Norton; Patrick Kiernan; Goss, Stephanie
Subject: [External] RE: Little Beaver Creek Sewer / SAW-2020-00386 / Incomplete Application
Notification
Attachments: SKM_C30820051610500.pdf, wetland and stream impact figures for LBC Sewer and
Friendship Station 1-4 PCN.pdf, Buffer Authorization - Little Beaver Creek
Outfall_v2.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
nc. ov
Lyle,
Attached please find updated permit drawings (sheets 1-4 have changed) that incorporate Friendship Station (Phases 1-
4) into the PCN for Little Beaver Creek Sewer, as you have requested. Also included is the wetland impact table from the
PCN (with a supplemental sheet attached). With combining Phases 1-4, the overall wetland disturbance increased to
.435; however, the total forested wetland impact resulting from clearing remains the same at 0.203 acre. An additional
0.027 acre of permanent wetland disturbance from road grading is being added to the 0.203 for a total mitigation
requirement of 0.23 acre. The mitigation SOA will be updated to account for the 0.23 acre of mitigatable impact.
I've attached photos that show the areas where the additional impacts occur (Impact #3 and #10)
We are asking that USACE and NCDWR resume the review of the Section 404/401 application for this project.
We have received the buffer permit from the Town of Apex and it is attached here.
Jeff Harbour, PWS
Department Manager II — Natural Resources
Environmental Services, Inc., A Terracon Company
4901 Trademark Drive I Raleigh, North Carolina 27610
D [phone] 1 M [phone]
Iharbour(@esinc.cc I www.esinc.cc [esinc.ccl I terracon.com [terracon.coml
ENVIRONMENTAL
SERVICES, INC.
Alreaacm COMPANY
From: Phillips, George L CIV USARMY CESAW (USA) <George.L.PhiIli [e-mail]>
Sent: Tuesday, April 14, 2020 11:18 AM
To: Harbour, Jeff W <[e-mail]>
Cc: William Norton <[e-mail]>; Patrick Kiernan <[e-mail]>;
'[e-mail]' <[e-mail]>
Subject: RE: Little Beaver Creek Sewer / SAW-2020-00386 / Incomplete Application Notification
Hey Jeff,

Thank you for the additional information and I apologize for my delayed response. I checked with the project managers
and the decision is consistent with pervious decisions in our office.
Based on my understanding of the information provided the proposed activities are for a connection to a future
development. Although the proposed project will serve more than just the initial development it will ultimately need to
be permitted in conjunction with the initial project that it is designed to serve.
Please let me know if you have any questions.
Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 25.
Fax: [phone]
Email: George. L.Phil [e-mail]
From: Harbour, Jeff W <[e-mail]>
Sent: Friday, April 10, 2020 12:51 PM
To: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>
Cc: William Norton <[e-mail]>; Patrick Kiernan <[e-mail]>;
'[e-mail]' <[e-mail]>
Subject: [Non-DoD Source] RE: Little Beaver Creek Sewer / SAW-2020-00386 / Incomplete Application Notification
Mr. Phillips,
Just wanted to circle back and see if you have made a final decision regarding moving forward with this sewer PCN. We
would certainly like to permit it as a stand alone because although Friendship Station may have future impacts, I doubt
that they have been designed far enough for me to prepare any accurate drawings. The Friendship developer knows
that we will likely need to permit all of that together but he's just trying to get the sewer in so that at least the backbone
of activities in that basin can be in place per Apex's plan. With Covid I'm not even sure how far out that project may get
pushed, or even revised, but I'm sure it will have somewhat of an effect on it.
Thanks for your consideration and assistance
Jeff Harbour, PWS
Department Manager II — Natural Resources
Environmental Services, Inc., A Terracon Company
4901 Trademark Drive I Raleigh, North Carolina 27610
D [phone] 1 M [phone]
Iharbour(@esinc.cc I Blockedwww.esinc.cc I terracon.com
JE l I 1 l l l IAA
SERVICES, INC.
Alrerrwm COMPANY
From: Harbour, Jeff W
Sent: Monday, March 30, 2020 11:36 AM
To: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>
Cc: William Norton <[e-mail]>; Patrick Kiernan <[e-mail]>; Brad Zadell

<[e-mail]>;'[e-mail]' <[e-mail]>
Subject: RE: Little Beaver Creek Sewer / SAW-2020-00386 / Incomplete Application Notification
Mr. Phillips.
Thank you for your response. I am attaching an email from the Town of Apex regarding the sewer line for your
consideration. Although I realize that how the Town separates projects is not the same process as USACE, I believe it
may help define the sewer line's overall purpose, well beyond any development associated with Friendship Station.
Via this email I am asking the engineers to comment on phases 4-6 that you mention below as I have not reviewed any
plans for those phases to date. We do acknowledge that the PUD, if wetlands and WOUS impacts are proposed, may
need to be permitted concurrently to identify any potential mitigation requirements per Section 404. We would,
however, prefer to permit the sewer separately so that it's proposed construction timelines can be met. Compensatory
wetland mitigation for the sewer line has been secured per your initial RAI letter.
In the meantime, the Friendship Station project could proceed with designs and plans suitable for inclusion into a
separate Section 404 application. Thanks for your time and assistance.
Jeff Harbour, PWS
Department Manager II — Natural Resources
Environmental Services, Inc., A Terracon Company
4901 Trademark Drive I Raleigh, North Carolina 27610
D [phone] 1 M [phone]
Iharbour(@esinc.cc I Blockedwww.esinc.cc I terracon.com
ENVIRONMENTAL
SERVICES, INC.
Alferramn COMPANY
From: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>
Sent: Tuesday, March 24, 2020 2:19 PM
To: Harbour, Jeff W <[e-mail]>
Cc: William Norton <[e-mail]>; Patrick Kiernan <[e-mail]>; Brad Zadell
<[e-mail]>;'[e-mail]' <[e-mail]>
Subject: RE: Little Beaver Creek Sewer / SAW-2020-00386 / Incomplete Application Notification
Jeff,
Thank you for providing additional information.
Based on the information provided in your PCN, and information obtained through the Town of Apex website, it appears
that the proposed sewer line expansion is a result of the proposed Friendship Station planned urban development
(PUD). Based on review of the delineation of Friendship Station and the conservation easement the approved
"Friendship Station, Sections 4-6" appears to impact wetland and non -wetland waters.
The Friendship Station planned urban development (PUD) including the approved Friendship Station, Sections 4-6, appears
to result in further loss to waters of the U.S., therefore these impacts must be considered together before we are able to
determine the appropriate Department of the Army permit for the proposed project.
Under conditions of nationwide permit 12 and 29 an application/pre-construction notification is considered complete only
if the activity is deemed a single and complete project. For non -linear projects "single and complete" is defined as the
total proposed or accomplished by one owner/developer or partnership, and must have independent utility. Single and

complete non -linear projects may not be "piece mealed". Please provide more information on the complete project.
Project plans should depict the entire project, including all impacts to jurisdictional features, roadways, utility lines, lot
lines, greenway trails etc. Project plans should be no larger than 11x17.
Please let me know if you have any questions.
G. Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 25.
Fax: [phone]
Email: [e-mail]
From: Harbour, Jeff W <[e-mail]>
Sent: Monday, March 16, 2020 1:28 PM
To: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>
Cc: William Norton <[e-mail]>; Patrick Kiernan <[e-mail]>; Brad Zadell
<brad.zadel I @gmai I.com>
Subject: [Non-DoD Source] RE: Little Beaver Creek Sewer / SAW-2020-00386 / Incomplete Application Notification
Mr. Phillips,
With regards to your RAI dated 3/12/2020 for the Little Beaver Creek Sewer, I am attaching the Little Beaver Creek
Sewer Study prepared for the Town of Apex along with their Sewer Basin Map. This portion of the LBC Sewer Line is
having to be built and paid for by the future developer of Friendship Station because it is the first leg of the
route. However, multiple end users will connect to the line as identified in the report and map. The initial 2 phases of
Friendship Station have been designed to avoid wetland/WOUS impacts. No information is known for any phases other
than Phase I and II. Future phases have not been designed to be best of my knowledge. Therefore, we are requesting
that the PCN and the impacts resulting from this initial segment of the LBC sewer line be reviewed as submitted.
Regarding mitigation, 0.203 acre of forested wetlands will be cleared for the sewer line project. As requested, the
applicant is currently requesting compensatory mitigation for these impacts through a private mitigation bank. Since
the impacts to these wetlands will not be a loss of wetland acreage, merely a conversion, we are not proposing a full 2:1
replacement ratio, but are asking that USACE consider a lesser ratio. I will forward the appropriate mitigation
acceptance letter immediately upon receipt.
Thank you for your assistance with this project.
Regards,
Jeff Harbour, PWi
Department Manager II — Natural Resources
Environmental Services, Inc., A Terracon Company
4901 Trademark Drive I Raleigh, North Carolina 27610
D [phone] 1 M [phone]
Iharbour(@esinc.cc I BlockedBlockedwww.esinc.cc I terracon.com

ENVIRONMENTAL
SERVICES, INC.
,AlrenlaCM COMPANY
From: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, March 12, 2020 12:07 PM
To: Harbour, Jeff W <[e-mail]>
Cc: Goss, Stephanie <[e-mail]>
Subject: Little Beaver Creek Sewer / SAW-2020-00386 / Incomplete Application Notification
Jeff,
Please see the attached incomplete notice for the PCN submitted on February 20, 2020 for the above referenced
project. A hard copy will not be mailed. Please let me know if you have any questions.
G. Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 25.
Fax: [phone]
Email: [e-mail]

1. Impacts Summary
la. Where are the Impacts associated with your project? (check all that apply):
Q Wetlands 17 Streams -tributaries R Buffers
F- Open Waters r Pond Construction
2. Wetland Impacts
If there are wetiand impacts proposed on the site, then complete this question for each wetland area impacted.
"W." will be used in the table below to represent the word "wetland"
2a1 Reason"(?)
2b. Impact type (?)
2c. Type of W.
fd. W. name*
2e. Forested*
211. Type of
Jurisdicition*(7)
29. Impact
area*
1
clearing for easement
T
NON NCWAM TYPES
unnamed
No
Both
0.010
(acres)
2
clearing for easement
T
Non -Tidal Freshwater Marsh
unnamed
No
Both
0.013
(acres)
3
clearing for easement
T
Non -Tidal Freshwater Marsh
lunnamed
No
Both
0.066
(acres)
4
clearing for easement
T
Bottomland Hardwood Forest
unnamed
Yes
JBoth
0.020
()
5
clearing for easement
T
Non -Tidal Freshwater Marsh
unnamed ]N.
Both
0.007
(acres)
6
clearing for easement
T
Bottondand Flardwood Forest
unnamed
Yes
Both
0.003
easement and sewer
T
Bottomland Hardwood Forest
unnamed
Yes
Bolh
0.150
line
O
8
easement and sewer
Bottontand Hardwood Forest
unnamed
Yes
�
Both
0.030
line
IT
(�)
easement and sewer
T
NON-NCWAM TYPES
unnamed
�
Both
0.080
line
O
2g.Total Tempora Wetland Impact see aLLacnea sneer ZOr' impact $1V
o� 0708 4 08 ac
2g. Total Permanent Wetland Impact
Goo 0 0.027
2g. Total Wetland Impact
027 0.435
2h. Comments:
wetlands will be hand cleared to prep the area for the installation of the sewer line. Wetland areas will be returned to pre -construction contours and re -
vegetated. Forested wetlands account for 0.203 acre of the temporary impact. Non -forested wetlands (PSS and PEM) account for the remaining 0 170.205
acre of the temporary impact. Permanent impact totals 0.027 ac. Mitigation will be provided for 0.23 acre of impact resulting from 0.203 ac
temporary forested wetland clearing and the 0.027 ac permanent Wetland impact from road grading. Updated mitigation SOA
3. Stream Impacts will be provided.
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted.
"S." will be used in the table below to represent the word "stream".
3a. Reason for Impact* (7)
3b.lmpact type *
3c. Type of Impact*
3d. S. name *
71
3e. Stream Type * ��J
f. Type of
3g. S. width *
3h. Impact
❑
{7)
urisdictlon* I
length*
S1
1
Te ore
Other
Little Beaver Creek
Perennial
Both
11
LPerenmal
Average (fed)
(flnearfed)
S2
2
Te orar Y
Other
LINT to Little Beaver Creek
Both
10
71
l
Average (fed)
(liar fed)
S3
3
Temporary
� Y
Other i
LINT to Little Beaver Creek
IjI termittenntt
Both
10
43
I
_.__
Average{fed)
(lir>�rfed)
4
her
IdJT to Little Beaver Creek
Perennial
Both
20
41
�.`
Average (feeq
(liiearfed)
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
0

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Additional Permitting Support
Little Beaver Creek Sewer Outfall Permit Apex, North Carolina
Photos Taken: May 4, 2020 Terracon Project No. HL197160
(35.6955,-78.9240); facing north
Herbaceous Area at Wetland Impact #3
(35.6955,-78.9240); facing east
Herbaceous Area at Wetland Impact #3
Irerracon

Additional Permitting Support Irerracon
Little Beaver Creek Sewer Outfall Permit Apex, North Carolina
Photos Taken: May 4, 2020 Terracon Project No. HL197160
(35.6955,-78.9240); facing south
Herbaceous Area at Wetland Impact #3
(35.6955,-78.9240); facing west
Herbaceous Area at Wetland Impact #3

Additional Permitting Support Irerracon
Little Beaver Creek Sewer Outfall Permit Apex, North Carolina
Photos Taken: May 4, 2020 Terracon Project No. HL197160
(35.6961,-78.9198); facing north
Impact Area #10
(35.6961,-78.9198); facing west
Impact Area #10

WATER RESOURCES DEPARTMENT

May 13, 2020

Jeff Harbor
ESI / Terracon
4901 Trademark Dr.
Raleigh, NC 27610

Subject: Riparian Buffer Authorization Certificate (19-013) – revised
Little Beaver Creek Outfall
Jordan Lake Watershed

Dear Mr. Harbor,

The Town of Apex has received a Request for a “No Practical Alternatives” determination for the
subject private development project. In accordance with UDO Section 6.1.11(G)(4), you have our
authorization to impact the riparian buffer as shown in the table below for the purposes of
constructing required sanitary sewer infrastructure for the subject project.
Riparian Buffer Impacts Approved:
Type of Impact Amount of Total Impact
Approved (ft2) Plan Location or Reference
Zone 1 buffer 12,985 Application
Zone 2 buffer 19,751 Application
Zone 3 buffer 63,568 Application

This authorization certificate and mitigation approval is for the purpose and design that is
described in your application and shown on approved construction plans. If you modify your
project, you must notify the Town and you may be required to submit a new application. If the
property is sold, the new owner must be given a copy of this authorization letter and is thereby
responsible for complying with all conditions. As always, you should obtain or otherwise comply
with any other federal, state or local permits before you begin your project. This authorization
requires you to follow the conditions listed on the following page.

Town of Apex
Riparian Buffer Authorization Certificate (19-013)
Page 2 of 3

The Additional Conditions of the Certification are:

1. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface water standards. The erosion and
sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual, Town standards, and the Town Soil Erosion
and Sedimentation Control ordinance.
a. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control Manual,
Town standards, and Town Erosion Control ordinance. The devices shall be maintained
on all construction sites, borrow sites, and waste pile (spoil) projects, including
contractor-owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed such that no violations of state water
quality standards, statutes, or rules occur.
3. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive
velocities through the protected stream buffers and will not re-concentrate before
discharging into the stream as identified within 15A NCAC 2B .0267(8) and Town UDO
Section 6.1.11.

Any disputes over determinations regarding this Authorization (associated with the approved
buffer impacts to Zones 1 and 2) shall be referred in writing to the DEQ Director within thirty (30)
days of receipt of this notice for a decision.
To contest the Director’s decision, you must file a petition for an administrative hearing. You may
obtain the petition form from the office of Administrative Hearings. You must file the petition with
Town of Apex
Riparian Buffer Authorization Certificate (19-013)
Page 3 of 3

TOWN OF APEX
The Peak of Good Living
PO Box 250 Apex, NC 27502 | [phone] | www.apexnc.org
the office of Administrative Hearings within sixty (60) days of receipt of this notice. A petition is
considered filed when it is received in the office of Administrative Hearings during normal office
hours. The Office of Administrative Hearings accepts filings Monday through Friday between the
hours of 8:00am and 5:00pm, except for official State holidays. The original and one (1) copy of the
petition must be filed with the Office of Administrative Hearings.

The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone]
A copy of the petition must also be served on DEQ as follows:
Mr. Bill Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601

This Authorization shall expire five (5) years from the date of this letter.
This letter does not authorize any impacts to either Waters of the United States or Waters of the
State. Please contact the US Army Corps of Engineers (USACE) or DEQ if any impacts are proposed
to either of these waters.
If you have any questions, please contact me at [e-mail] or [phone].

Sincerely,

Jessica Bolin, PE
Senior Engineer
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NOTES:
1. ALL MATERWS AND WTMODS OF CONSTRUCTION SMA _ BE IN ACCORDANCE WITH TOWN OP APE(
5TANDARD5 AND 5MCIPICATION5.
2. CONTRACTOR EMAIL HAVE NORM CARp,NA ONE CALL (I-004632-I94911DCATE ALL EXISTING J
/ UrIUDGS PRIOR TO BEGINNING CON5TRUC'TION. J R
AN
CONSTRUCTION 5fflUrNCE -CREEK CROSSING 1 J ! I a 1 - _' _ . J .d - - 4: CON�TRACTTOKTO M95TNL7ADDITIONALL EROSION OCONIROL MEA5URG5 A5 WPNRAN ED IN THEM" a'
t \ _ _ /• ! OR AS DIKECMD BYTHI TOWN OF APEX.
I. THE CONTRACTOR SHAL.SCHEOULC CONSTRUCTION �ti _ -Y� �- l _ 5. ADD010NALTEMPORARY5TRUMCROS5INGMAYBENEETRDAT5TRlAtA1NCAR5IATION4+75. IP s'
OP THE CRCCK CROSSING DURMG A PERIOD OF DRY \ - \ •� -•�� NEEDED ,'MCN USE NOTES AND 0lTAR9 A9 SHOWN FOR CRLEA5ING AT 0+75.
WT/TMWC ~~ - ..�• J( ��\ \ \-' - - - � . "' - - - • _6. ALL C900 MPE 5HAL BE OR 18 MRNIMUM WORKING 57ANDARO. Z
2. INSTALL PUMP ABOVE THE CONSTRUCTION AREA A9 rh - �� - ♦ . —;_ _ - - - - - - - __
SHOWN O PUMP WATER AROUND THE `- "f
3, sd lm N*s1ARek Rds G1000KLr As -„� �ti�\ '✓ PROPS \ E\ \ . J� / 1 I _ - • - , �.-• - �. - ' .'" . w
P0551BU:O UMrT STREAM OBSTRUCTION. \ '' YY Z
4. WHEN COMPUTE, STABIUZE THE Ct1ANNEL AREA WITH J •- � , ` - -""� 3 % r - i y.J l t'QC4
CIA552RIP-RAP. / A / -- / ..� .�tz,.� _ \ - L, d \ iT ♦n
/•'%' 3\ � I I • - -_ \\ _ I / / _._ __ - .�\r�� , -
_i.✓, �IN5TµL NMP IN � ... J —j r`1 �- 1,/ 'SILT PENCE I�i'f`
+` THIS ..-
[ - OF AND BAG YJ
)) t r --'- �I lrt� .• ; ., ry.I ... ' ". ..,,��y-d Q` ! �=`'�--�+� ^_� %COMBINATION SILT AND
PXI5TING MANtIj7 — -C 1, , `\__-1 I' •� / aT-± J� l/" !1 ♦ -
LTTTLE BEAVER CkREEEK J � _ y y '' �� TIME FENCE ALONG THE LOW
SEWER OUTF -i ` ( �ir d -. 1 — - ` -"1F � ORD,q� �... - �' _ - /) l� l \R0\P Q_R —� i- \ .' SIDE OF EMENT
I i 7.- _ CLASSz RIP-Rd�- - - '`1R/A - / " r �9PN �\ 9.Lb
_ raeluunoNlN \ BU
or. 24• '/"t GHANNEIAPR
•4d T&StwFR�'' 1 rl+w ! \`\ OF BANK-, /` T+� IP EASEMENT 1-I.� 24'5AN. 9EWER
^' E4LSE �• I y • W �.:r.... .. \ J'� (TYPICAU '1 `CTfmK DAM
I-�8a
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5' TEMPORARY - d ` FEN AL rr' f.y --"��
CON5TRLICTION
` > >a _� ' ��\�' \ J.ice - ) "�. ' c , • r EA5EMEW EACH i - EMEt1T
J 1 r y.? •� SIDE IOOYEAR PEMA�/\/ (iYPiCAL) U
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PUMP Dill HA
aI W
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Ho5E5HALLFAITn-
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RIP -RAP LAREA , �� I _ ,� • , ,
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\ �_ PIN NO. 0720-07 5965
WQ,0D 1uRYSUBDIV SIJPN' - /�� c` ZONING:'R-430W O N
\ - f \_� /. U5E: 5(P4GLE FAMILY -I
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5EWER OUTFALL 5
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a, _ v\ \ t .,(TYPICAU
ILT PENCE I COMISINATION SILT AND
THE LOW ' }_� W
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� � S _ ._",� S -•- .- � �. ..ye�� - ( ;1 1 /�.. -/ .'r ,i `i^ yip .,,_..� y �i U y y � " I I
5P.41•`.,WEP� -,,, -/ /' 8�
CO3ERVATIG.�i /" i.� 'r, !, r• `, �A� �. I ! I r. -
TOTE OF. NO.RTf;GAftOUNA
,NI'K A EMINT
PROTECTIONr'6B. 9332. PG 2670r
_ �r •� l- - , "� FENCE AIAN6� . , f ' �I i+C r yi y y,+ y"�' :�� �' � z
91
NOCC: ,11 - EA5EMtENT LINE �6`, ! `•yam ` 1 yy �%+' ' i" ' 'y�y i' `✓-� .II O w1-•
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2. CONTRACTOR &M HAVE EAMTH CARO(NN ONE CALL rI-0OD-W2494sI LOCATE ALL=7146i ! gg - ACHE,... ( � ram'
UTIUNE5 PRIOR TO BEGINNING CONSTRUCTION. F .1 ✓� ,rl� ' I I A N "T
S.
CONIRALTORTO VER LOCATI04 ANO DEPTH Of Ot511W TOWN TV CAWPORGE MAINS PRIOR _ _ / v} �'PQ �� IN �W t• �� 2A�e0O - W
TO CROSSING THE E WEW WAH HEAVY EQUIPMENT. R THERE 15 A DLSCREPANCV FROM 1HEi ... _ V\\�<1 \ / 0' W I w
4. CALfflCW-OVMMADDMECETRR,CUNE5ANTHISARFA CONTACT TOWN OF APIX,AND �k INERGY - >' ` ` g°to " --FRIER D•C' 191P STP;TION PUD (F�� =1
PRIOR TO WORKING UNDER TIIESt LMES- _ .. \ I ) �` ` '� I I I ' f \ <•+ a
�! 7
5- CONTRACTOR TO INSTALL ADIXTIONN, EROSION C�POI: WA5URf5 A5 WARRANRD M mE mob - ) ! .P }
OR AS DIRECTED 9V THE TOAN Oi APIX. ^,
6. AODRIO TtlI!N MPORARY 9TREAiA CFtOS9NG, MAf B[ N[ED® AT NG AT,0 -' M5. ATION 22+5D. IF - - ! / `^�• -, ( I I IY
NEFDED, TnEN I19E NOTES ANn b5TA1IS A5"�IOWM FOR LRD951NG ATaa9s. __ NOW OR FORMERLY II.I
7. ALL CWO PIPE SHAIL BE DR 18MINIMUMWORIVNG STANDARD.,_
I - - CAROL Bt1EELAN"IRREVOCABLE TRUST !! - 4 �.:'rlb ,I El7TtlRE50
�I >Q Q -
i PIN NO.: 0720-07-55G5 j \ �' - 1 TOA I/ tl �, f W Lf)
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115E: 51NGLE FAMILY ! 1 ! ! s m 11 l f, J flt l iu 1QJ co =
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TgNS SK+NTQ ON THt COVLR OFTRgC COIbIWR.'iIDN'PLNLS.
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T { I V 1 EASEMENT LINE-
tIXISTING CM
1 �t� . \ > _ 1 '_•""� _L-'''/"`" CULVERT AND !
OF _ ► _ wt11`ANDS la
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FRItNDSHIP NATION P b S,,r � � A��\�`� - �a� �c�' k
U 'mV 'P -`ix `T ti� -'-_z U + '<
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1. ALL A/ATBJAIS AND METHODS OP CONSTRUCTION SMALL BE IN ACCORDANCE WITH Q -
1 CONTRACTOK TOWN Of AM STANDARDS AND SPECIFICATIONS. Lu V-
1 2• E05TING UTILITIES SMALL HAVE NORTH PRIOR TO BOANNING LNA ONE CALL I ONSTRUCTIONI•SDO•G32_49497 LOCATE ALL O N
3 THE EX15TINC CULVERT AND CNOWARS IN THE DRIVE CROSSING Of LITTLE BEAVER
CREEK ARC TO REMAIN IN PLACE UNTIL SUCH TIME AS THE PLANNED FUTURE PUBLIC
51
IRET 15 BUILT TO GRO55 THE CREEK IN THIS AIQ0. J Q[
I I]WIDEIILL>T!L
4. THE IGITAL WETLANDS AND DrEWANAIDRSOF E VH15ONGIN ION [G AND PROVIDED
8N FROM
\ DIGITAL PLIES AND DCRRMINATION9 BY VHB CNGINC[pNG AND PROVID® BY THE TOWN j
F \' - OF W M.
' t ( j I \ 1" s. NO WORK, ACCESS OIL THE DEDICATED
l5 ALLOWED INTTTYN THE CEREON. ATION V' j
\ EASCMGIT EXCEL STALL ADDITIONAL DEDICATED ACCESS PONR SHOWM U REON.
6- CONTRALTOR TO INSTALL HETOINO r APEX. CONTROL Mt0.5URL5 AS wARRAMCD IH Q N
THE PRIO ORAS DIRECAUOrP 1 MI PAUMW RKINII
]. ALL C300 MR SHALL BC DR 18 MIN@M1M WORKING STANDARD.
THE
MTTD EC[OB'mCNfY:THAT. PSLIHC¢.COD"VER
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28+00-42+00